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073-320-022
i i I 073-320-022 DIMRESTI . GEORGE & MARY 105^ A. 9lj RESTIVE Wy. t . 1 CONT: HA OROVILLE MI P _ HAROLD BA 0-11 3 CRM FND NEW SITE 073-320-022 01-1871 DEMA'f"I'EO, GEORGE & MARY 94 RESTIVE WY OROVILLE CONT: OWNER INAt F 2 OP DECKS 20 X 48, 5 X 10 073-320-022 04-3513 TERESI, RAY r e 94 RESTIVE DR, ORO) Cont: Cont: TUFF SHED INC NEW PRI DET GARAGE ' 3 NOTES RESIDENTIAL o' 73-320-022 PERMIT NO. TERESI, RAY � 94 RESTIVE DR, OROVILLE ' Cont• TUFF SHED INC 04---351 33_' NEW PRI DET GARAGE I ' ow �o r b es�o trc� • ti 0 F of -9 53 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (D ) ` I t Signature W As CHECKED BY a 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (D ) ` I t Signature W As CHECKED BY J=OK + 0 = Not OK = NotReadyab'e MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L -ft. / - /'Nat. or/ /" L "ft./ P LPG Im 7. Well Clearance R Disconnect 8. Utility Clearance ootmgs; Soils -Size -Depth -Spacing -Connectors el 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Date 6. Card B-1 Date Card B-1 Date Electric Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s icling; Nailing-Veneer-Stuc o- Mesh 1. Zoning Requirements -Setbacks -Easements 11. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Im MISCELLANEOUS Date EC V, CARPORT ans) OK except #'s Zo Requirements -Setbacks -Easements ootmgs; Soils -Size -Depth -Spacing -Connectors el 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. icling; Nailing-Veneer-Stuc o- Mesh le' Roof; Sh oofingy 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card E-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. _ Stemwalls, Garage; Steel -Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combust on Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 23. Fire Sprinkler; Test Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Date Card B-1 Date Card B-1 Date 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge o1 Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 64. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral ❑ Yes ❑ No 65. Smoke Detector 32. Service -Riser Conductors & Ground Main Disconnect Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 33. Equip. Clearances Panels-Motors-Mech. Equip. Bedroom Exiting 34. Clothes Closet Light -Shower Light -Spa Light G.F.I. & Bath Fixtures & Tub Access -Spa 35. Smoke Detector Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 73. 36. A.C. Ducts Insulation & Support 74. 37. Vent Fan, Exhaust above insulation 75. 38. Condensate Drain & Overflow, Size & Grade 76. A.C. Duct in Garage -Damper 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 81. 41. Sills Proper Materials & Anchors 82. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 83. 44. Draft Stop in Walls (rat proof) 84. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 85. 46. Headers & Beams -Size & Bearirg Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds 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 Codp, and my license Is In full force and effect. VC, License Class: License Number: Date: � � r>T tor: ,%_`-i.•� 'S,% .,!�`. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Lew for the following reason (Sec. 7031.5 Business and Professions Code: Any cily 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 Slate 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 Ove 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' Slate License Lew does not apply to an owner of property who builds or Improves theredn, 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 Profdssions Code. The Contractors' Slate 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.). ❑ 'I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penally 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. 0-1 have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the.performance of the work for which (his permit is Issued. My workers' compensation Insurance carrier and policy number are: Carrier. `� Poliicy #: PERMIT NO. BP043513 Issued Date: 02/01/2005 APN: 073-320-022-000 Site Address: 94 RESTIVE DR ORO Map Index: Description: DET GAR (528) NO PLUMBING Owner: TERESI, RAYMOND P & E ANNE 94 RESTIVE DR OROVILLE, CA 95966 (530) 589-3213 Applicant: TUFF SHED INC 1777 S HARRISON STREET SUITE 600 80210 (916) 483-8833 x13 jconardi0tuffshed.com Contractor: TUFF SHED INC 1777 S HARRISON STREET SUITE 600 80210 (916) 483-8833 x13 jconardQtuffshed.com License #: 661664 Architect: Engineer: Total Square Ft: 528 S.F. Valuation: $12,672.00 ❑ I certify that in the performance of the work for which this permit is Census Code: Issued. 1 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. Dale: Applicant: 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 ;� mgermn i nereny is I hereby affirm that there is a construction lending agency for the Reso ution o do work performance of the work for which this permit Is Issued (Sec 3097 Civ.) By: PERMIT EXPIRES ON: Address: applicable provisions of the Butte County CodR Anrt/ar P for which fees have been paid. Dale=i s ❑ 1 hereby certify that the use of this facility shall comply with Seclions 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 & Safely 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'l am the owner or a 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 eller the substance o a y officlal form or docum Butte County. I hereby authorize representatives of Butte County to enter ypon the above mentioned property for Inspection purpos Print Name: 'Signature: Date:./ ( [q_) ❑ Owner 16ontractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Codiand my license is In full force and effect. �C, / 1P License Class : License Number: j Date: ��� Contractor: J `,At— 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 rile a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's State License Law (Chapter Q. 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).): ❑ 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 Code: The Contractors' State License Liw 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-bullder 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 Profdssions 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 woriters' 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. ''Z' -CC-), i G4 / / 1 I'l - fit.- i t.Q +L -x s Co Policy #: C1 3-141"t q - PERMIT NO. BP043513 Issued Date: 02/01/2005 APN: 073-320-022-000 Site Address: 94 RESTIVE DR ORO Map Index: Description: DET GAR (528) NO PLUMBING Owner: TERESI, RAYMOND P & E ANNE 94 RESTIVE DR OROVILLE, CA 95966 (530) 589-3213 Applicant: TUFF SHED INC 1777 S HARRISON STREET SUITE 600 80210 (916) 483-8833 x13 jconardQtuffshed.com Contractor: TUFF SHED INC 1777 S HARRISON STREET SUITE 600 80210 (916) 483-8833 x13 jconardQtuffshed.com License #: 661664 Architect: Engineer: Total Square Ft: Valuation: O I certify that in the performance of the work for which this permit Is Census Code: 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' N compensation provisions of Section 3700 of the Labor Code, I shall forthwith -comply with those provisions. Dale: Applicant: 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 Thts perm?1; hereny is 1 hereby affirm that there is a construction lending agency for the Resutloo do work o performance of the work for which this permit Is Issued (Sec 3097 Clv.) o � �r PERMIT EXPIRES ON: Address: 528 S.F. $12,672.00 CodA And for which fees have been paid. ❑ 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 Coda 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 tharl em the owner or a duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance o a y official form or docum Butte County. I hereby authorize representatives of ButteCountyto enter • on the above mentioned property for Inspection purpos Print Name:_ ` A 4� 'Signature: Date: IZIK O Owner /16:�Gontraclor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION /c/. C76 AND SUBMITTAL REQUIREMENTS /S3-`17 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name` �-s irst Na a. Address Cly- �es/-iv� !may• City �b0 ✓� // e, State Zi� r_7 Phone Sao _Sa'4-3Z ? Fax E-mail CONTRACTOR Name T ��� s� �rQ ��► �. Address Cve, City N,. , State. zip,7z— ;"o -Phpg- - y 8.3 r 7j:57— State License Number G S 0 8.3 2 E-mail4t ,0 T ,APA4 � 4'G oh q.r- Lic. # G 6/ rod- Clash ARCHITECT/ENGINEER Name Sj'�ve- �.t'�.-ow, z �s.S OC . Ad res n s City aH Stat',_ Zg.,,c j0 1 Phone,S Z a i Fax E mail State License Number G S 0 8.3 2 APPLICANT NAME Name q Address�ap Chhjt%. 6=Jalil �. 9 ZjP4q[6--c/ q-3��-,3 -y83-7S1�r.SIP kF E -ma I �n C0& -q' --0t Q r4/ 6 C APPLICANT SIGNATURE X For o ice use onI Zoning I P - 5 Flood Zone I N I SRA rYes I No Occ. I T e Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP o43s 13 BIN # LOCATION Al c'�3 _ Property Address City Cross Street FDL 6 S C el= WORKER'S COMPENSATION Policy Number 9 4h 9 Carrier 44�_-.-i G . If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY -Nam Address Description or Scope of Work: Sq. Footage _5-2 9 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be OVER FOR SUBMITTAL REQUIREMENTS L, K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 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. Received by: Amount: 5q� - 9 _0Bldg SRA Receipt #: 4-195774, Sheriff Date: 1 _--) • 14 . 004 - SMIP Other 7 54. 88 Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N 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 faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 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). El 13—S.ani#atioriancisi#e pJariapplovalfromfhe_EnvlronmentaLHealth_Depan# 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, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 utte County Department of Development Services 3NNE CHRISTOPHER, DIRECTOR M Teresi, Ray 7 County Center Drive Permit Oroville, CA 95965 Project Type: Storage Bldg (530) 538.7601 Telephone APN: (530) 538-7785 Facsimile Iwo 100% 70% M $ 219.96 TO: 153.97 FROM: ' 411- Q SUBJECT: WILLDAN Fee $ 153.97 O z DATE: WILLDAN Scott Rutherford (530) 538-7160 srutherford()buttecountv.net Plans Transmittal For Review Per Contract 12/15/2004 Applicant: Teresi, Ray Permit 04-3513 :::] Project Type: Storage Bldg APN: 073-320-022 100% 70% Plan Check Fees $ 219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 1. 1 i a..,-yy :, ,.�,.=v-�-" . � -L .v r Rn:: •'�-Fy.l,�.� ��;�� 3*=..n•'v�'+'-`.'��'�.y.��'.'�e:*.at;,,,..��.�,21i-C9:f""-1--�',4�E _..^y...y�YJu. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: I E►2E5 a ASSESSOR PARCEL NUMBER G 73 ' 3.0 C c= '-'A- Proposed Building Use: ��� G.o:,� 5 ��� Counter Technician: Date: I:;' • 4- •04 -- 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 faxes! 5. Letter from Engineer or Architect for truss design review. ❑ 6.' Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8., Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate. All of these .must be stamped and wet -signed by the engineer. ❑ 10' Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11' Site plan and business license approval from the City of Biggs Cl12. Letter of intent for non-residential buildings 13: Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. 0 Sanitation and site plan approval from the Environmental Health Department in ❑ Cnico ❑ Oroville, as applicable. 16' Other .I Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17! Fire Sprinklers............................................................................................ ❑ 18 Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19.' Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21.' Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit.............................................................. ......... 23.'. California Department of Forestry plan approval l3�paid. Sent by: 41- 24. tanning approval (A) Use: (B)Parking: (C) Parcel Check- d •- <+. 25. Contact Land Development about _ Improvements, _ Drainage ......................... :VFX 26. NPDES Form............................................................................................ 0 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... El 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31.; Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32.1 Letter of Signature authorization......................................:............................. ❑ 33.' Recorded copy of Agricultural Acknowledgment Statement ................................. E)34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37: ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued.Telephone 91In • 48..E •.0SPS3 3 x ! and hold for pickup. it I have been informed of the above items and requirements for obtaining a building permit. 4g�,,/Iic;aTi-on Applicant: Date:1. Index perfor the above items numbered: Plan Check Letter 2. Add' 'onaH ems -required / ontracloo designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by9w Date: tkc_�_& on Factor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, O'counter, by Date: Plans reviewed by: Date: Plans approved by:t Date Structural reviewed by- Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division �1 y '+. . -,r E.H. USE ONLY Plot Pian Anechad Raw Plan Anashad ✓ Sena to B.D. I i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water,Supply: Public Private Well Clearance for dwelling. Other a� �` a67,q2 v GJ Hold final for: Final clearance O.K. for: NOTE: 'rAl-5 Environmental Health Serialist 8/96 -Z do - Date 11�<�<C WOfkp Department ..0 o u n t y J. Michael Crump, Director f Public o f B u t t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: 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/or other permits or other sanctions provided by law. I,,/ Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County storm Water Management Program Revised 5/24/04 { . r d � � � D AI tl 117 C Street r �r Marysville, California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.willclan.com January 19, 2005 Scott Rutherford Butte'.County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX ' SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Willdan Project No: 14353-1289 Jurisdiction Job No: 04-3513 Assessor's Parcel No: 073-320-022 Applicant: Ray Teresi Description: Teresi Storage Building Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: Plans: Two (2) copies, sheets A 1 through A3 dated 10/22/04, by Steven Brown. Structural Calculations: Two (2) copies dated 10/22/04, by Steven Brown. Truss Calculations: Two (2) copies dated 10/22/04, by Steven Brown. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. W APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC" • Part 3, known as the California Electrical Code and abbreviated herein as "CEC" • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC" • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC" • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS" - CODE ANALYSIS Type of Type of Sprinklers Stories V Floor anTotal Sq Ft Occu c Construction S Ft U-1 V -N No 1 528 528 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Sincerely, Clay Salzman Gordon Wright, P.E. Plans Examiner Plan Check Engineer Cc: 'Alice Mefford, E-mail: amefford@buttecounty.net Ray Teresi, 94 Restive Drive, Oroville, Ca. 95966 _ Tuff Shed, Inc., 3200'0ra6e a Grove, No—REHighlands, Caa. 95660 Steve Brown and Associates; 4885 Riverbend Road,'Suite B, Boulder Co. 80301 Nage l oft C:'ciunty of B(itte Pe.rinit.Naniber 04-35V13 Will.Gan P.rc�ject Number 1,1.75.5-.1289 FEB -01-2005 11:25 AM MARVEL MAINTENANCEI 530 589 3213 P.01 ., 12/25/2004 09:58 9164838835 iurr xzu w 1-041% -- '- Department of Development Services Building Division 7 Co" comer Drive otvWla, CA Y3463 ($30)538-7%1 (530) 331,2140 FAX DETACHED ACCESSORY BUILDING OWNER'S 8TATZRIMT OF USIC Plan review will not be started until this tbrm is eomplaftd, signed by the property owr&r. and returned to the Butte County Building Division. Attached Accessory Buildings and Additions M11 be eheeked %t residential us& Exception: Garages and Carports. -Owner /Ca ;i I-V.. a, C.j ,a Pkont• Mailing Address `f' ee s �- i V ee. ,�h . Cf Sr `) 6 $� Site Address- -SQ Asseaar's Parcel Number: - 3 - ` o a �_ ^_ Zone: Please auwsr quertWm 1.16. sed eraplaldtl 1AY yet answers Jbr Qaasdons 2-14 is tee spaw proridod oa pW jai this b .G ZrB1w, L`P ORHATION: I. to Aare t ptitaery tenoning on tha property► Ya No3. is res et:um" tilfu* bulls soder coastrucdM or ander notice of code violation? Yas No 3- Will ltm predated to W's bu0dta8 be ownw for del Yea We 4. Will the public have saxes to this building? Yes No 3. Wln agy adMtlsfng, on or Of d(k bo 8Wd4tod with tilt use of tela building? Ya )b SITE CONDMONS. 6. L tet: lYttnn lbttndallott Voila J' of septic tank or lo' of jowl !Ines? Ya No 7. L arty portion of the Mue4n located closer thsut 20' to your dont propetp� Una? Yes No S. Do you plea to add a drivuway or utodity cvJsttng aooeas: to a cot O MalnWa6d road? Yas No 9. Will rho PtsPoted KL%Mft erttaoaeh within any recorded esaoaemre Yes No CONMUCTION FZATURRS; 10. Will this buUdlog have (ti Lula d floor. Willa or ceiling? Yes Nb 11. WW dais bulld a be hwati or cooled? Yoa 12. W1111ftbaUt M baw a water oloutheild? Ya No13. WW mss bAdrtg havc a Oak? 14. Yes ❑ No cels! shirt twiltlirta hour a aster hetttr? Yes p NO [2-- 15. What type of floor coveting tviU tit :adding stave? tr;e., C .•g,'A l6. What type of null covering will the building have? Vk 6- 10111M - 102 FEB -01-2005 11:26 AM MARVEL MAINTENANCEI 530 589 3213 P.02 12/15/20041 09:58 . 9164838635 1urr orKv 1 PROPOSED USE: (check only one box) 1, 0O Reside dal Wrap Shed — t wlp be stodttj in this baildia$ and it wlil not fbr any other purpW (na betMoom &M no hating or WCH4. rive;e Garp — "A building are portion of t building not momft 1,000 sgwtm lbet (3000 by. 4rcaption) is ares in which awy motor vehicles used by tenants of the bullding or bulldings on do premlaes are stored, or kept" 3. ❑ B"ftntlal Carpo rt — A c±oVend stttnttn intended ibr perldn of vehlcies. Two or more Sldea must be 4. Cj 1Re ddentlal Occupancy - Sevctw= meant to be ootxViA as opposed to 1 smrags &bed BAW or 090ft If you checked 04, please chacc the u&ea below which best At dds buildlsg GuestHause Pool Koala Studio Apartment in-law wwteta Recreation Room t)aou ]ROOM so* Bonus Room Playlmom Den ❑ Artist Studio Hobby Roods Craft Room Studio SowingRoom ❑ Cannieg Kitchen Munro ROM Family Room Sun Room ❑ Privets mae , Woditshop t Home Oecvpenq Otbar— ulb'° z aaww+vo�w.eb�e+aw.oa.arir++aeti�.+ra , Explanation: This arms is for =eplaoatlon of any "yaa" aasweis on questions 2.14. Please ladlcam the quo don eualber before rho evianadolt, 'w ■� err . Plan review will not be Started untfi this form Is eomptetied and roedved. A Plans Mrs- Iner wM contact the aimer with spotft raquiremeats per the use lodleated. I hearby affirm under penalty of puj y that the above Wbrm zLlna is nue and Cont I Undl=taod that arty d= fen to rhe use. ar character of tbes build q wW require-parmNa bora the pambft >utinft. I underhand that Real Estate DtSdosum regdm dls�oxun of this tn�ion if or when the property is egad !br sale. ONaer*s Name: Owner's 2 of 2 Dam: ,�.� / sOF _ D SWI LLerving ,DA�N January, 19, 2005 l Scott Rutherford Butte County Building Department 7 County Center Drive Oroville; CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL iT 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Dear Mr. Rutherford: r Willdan has completed a plan review of submitted plans and documents for the above referenced project and recbmmends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: Plans: Two (2) copies, sheets Al through A3 dated 10/22/04, by Steven Brown. i Structural Calculations: Two (2) copies dated 10/22/04, by Steven Brown. Truss Calculations: Two (2) copies dated 10/22/04, by Steven Brown. ., The pla s have been stamped with the Willdan approval stamp and dated the date of this letter. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis; conditions -of -approval and identification of any deferred submittals. 't Willdan Project No: 14353-1289 Jurisdiction Job No: 04-3513 Assessor's Parcel No: 073-320-022 Applicant: Ray Teresi Description: Teresi Storage Building Dear Mr. Rutherford: r Willdan has completed a plan review of submitted plans and documents for the above referenced project and recbmmends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: Plans: Two (2) copies, sheets Al through A3 dated 10/22/04, by Steven Brown. i Structural Calculations: Two (2) copies dated 10/22/04, by Steven Brown. Truss Calculations: Two (2) copies dated 10/22/04, by Steven Brown. ., The pla s have been stamped with the Willdan approval stamp and dated the date of this letter. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis; conditions -of -approval and identification of any deferred submittals. 't APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC" • Part 3, known as the California Electrical Code and abbreviated herein as "CEC" • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC" Part 5, known as the California Plumbing Code and abbreviated herein as "CPC" Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS" CODE ANALYSIS Type of Occupancy Type of Sprinklers Stories Construction p 1" Floor Total Sq Ft S Ft U-1 V -N No 1 528 528 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Sincerely, , Clay Salzman Plans Examiner lb A - Gordon Wright, P.E. Plan Check Engineer Cc: Alice Mefford, E-mail: amefford@buttecounty.net Ray Teresi, 94 Restive Drive, Oroville; Ca. 95966 Tuff Shed, Inc., 3200 Orange Grove, North Highlands, Ca. 95660 Steve Brown and Associates, 4885 Riverbend Road, Suite B, Boulder Co. 80301 Page 2 of 2 C:outay of Butte Perani.t Miniber 04-3513 Willdan ProjectNtimber 14353-:1289 NOTES RESIDENTIAL /p 073-320-022 01-1871' DEMATTEO, GEORGE &MARY E 94 RESTIVE WY OROVILLE 1 CONT: OWNER. {, 12 OP DECKS 20 X 48, 5 X 10 V(("J4 1 r 1 t SPECIAL CONDITIONS CHECKED SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER s i r . d INALE® JOB FINALED (Date) ' Signature t V= OK 0 = Not OK - = Not Appllcable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s Siding; Nailing -Veneer -Stucco -Mesh 1. Zoning Requirements -Setbacks -Easements Roof; Shthg-Roofing 2. Soils; Special MH Support Sketch Ext.; Steps -Doors -Landings 3. Sewer; Location -Test -Fall -C/O -Concrete Braced Wall Panels 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 ' Date Card B-1 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /LPG FINAL (Plans) OK except #'s 7. Well Clearance & Disconnect Setbacks -Easements 8. Utility Clearance Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 7. 1. Zoning Requirements -Setbacks -Easements 8. 2. Footings; Size -Spacing -Marriage Line 9. 3. Gas; MH Test -Demand -Valve -Connector 10. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 11. 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1. Date Card B-1 r MISCELLANEOUS Date DECKS, COVE CARPORTS GARAGES (Plans) OK except #'s ning Requirements -Setbacks -Easements F tings; Soils -Size -Depth -Spacing -Connectors -Steel 000'becks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors ' Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses I 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date' Card B-1 ' Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I ✓ = OK 0 = Not OK - = Not Applicable • = Not Ready RESIDENTIAL (S Date 46. Underfloor (Plans) OK except #'s 1. Zoning-Setbacks-Easements-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P Fig. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils-Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blocko.its-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel-Wrapped 8. Piers-Fireplace Ftg.-Steel 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator-Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance-Material-Support-Ins. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent-Access-Combustion Air Battle 18. Water Pipe; Test & Anchor-Nail Protection 19 D.W.V.; Test Fittings & Anchor-Nail Protection 20. Shower Pan; Test, First Floor-Tub Access 21. Test Tub & Shower, Second Floor-Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance-Ins. Protection 24. Elec. Receptacles Spacing-Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No 31. Service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light-Shower Light-Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace-Vent Access-Comb. Ai-Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs 45. Headers & Beams-Size & Bearing tingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixi. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: i ''COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive *Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96), APPLICATION AND PERMIT AS SESSOR PARCEL NUMBER 073-320-022 ZONING A 5 BUILDING PERMIT OWNER DEMATTEO GEORGE & MARY TELEPHONE 726-4437 SO. FT. OCC. BUILDING VALUATION 0 7,070-00 . OWNERS MAILING ADDRESS1010 6625 SUMMER RAIN WY. CITRUS HEIGHTS CA 95521 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 64 '19 IVSTIVE WY OROVILLE CA Energy Plan Checking Fee $ $ PERMIT FEE $ 182.35 LOT NO; SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF M Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other EX Describe Work: 2 OPEN DECKS 20 X 48 - 5 X 10 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 a00VOR LE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. •❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' cc m ensation laws of California, and agree that if I should become subject to the brit ensation provisions of section 3700 of the Labor Code, I shall forth th com with those rovisions. ®" I X Date <— �____ Signa of Applicant - wrier ❑ Contractor ❑ Agent An SHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BUDS. 3.5QFr: Np RES'ID ' MULTI.OLITLET @7.50 SINGLE OUTLET FOWER APPARATUS CIR. Ex. Occup.ounETORFocTUREs 20°'.00 BAL p ,50 Ex. Occup.. ouTiErs A= D°Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 183.35 HAZ. D. FEES IMP FLOOD CD PAROL PD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a v f which fees have been paid. By Date PERMIT EXPIRES ON 011//07— eta Receipt No.331 600/183. 35 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT O U � - ` ~ CO�INTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: D ASSESSOR PAR ER: Proposed Building Use: Building Inspector Date: At time of permit applica ' n, was advised the following data mus be ubmitted prior to permit processing and/or issuance: Date Received By 1. All items have been submitted.------------------------------------------------------------------------------------- lo1( 3/4 sets, signed by the preparer of plans. ----------------------------------------------------------- omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 116. Energy Design Compliance and supporting documentation.--------------------------------- 117. -------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ----------------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $------------------------------------------------------------------------------------ ❑ 11. Impact fees as shown on the ittached schedule. ------- ❑ 12. Ca nzia Department of Forestry plan approval/fees. A15elevation certificate.----------tation and plot plan approval th ity of Chico plumbing permit. ------------------------- Department. ❑ 16. Plot plan and business license approval from the City of Biggs. 1117. Planning approval for (A) Use (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. --------------=- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------- ---------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 1122. Workers' Compensation carrier' and policy number. --=-------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑), -• ❑24. Letter of signature authorization.-------------------------------------------- E125. ------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ❑ 26. Letter of intent on building use. --------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. -------------------- 029. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you is ,Telephone r t r follows ❑ Mail to owner, con o and hold for pickup at I Q.eliver with inspector. err Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisi n counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ BuildinkDiygion counter, by Plans reviewed by: Date: . Plans approved by: Date: / Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. (Date) -7--30-0) �Ac . 1� - '6 k 61 170.-1 , ill,,. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Atntjichd Sent to S.D. / c I ►ono., } e� Owner Loc ion AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for Other t pYL� ✓Iy� 6�p �1Cj' Hold final for: Final clearance O.K. for: NOTE: 011 Environmen*# Health Specialist Date y} 8/96 OWNER=BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I'personally plan to providXthmajor labor and materials for construction of the proposed property im rovemerit :YENO ❑ 2. VE HAVENOTned an application for a building permit for the'proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS:, CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK —fin -0 NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cant' out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. r i rely, Mic el C. Vi ira, C.B.O. Man ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Cade- OVER ode OVER VA5- C4?/ i7> 41 AA XPIZ sow QA -7 7 N VARIES . 36" MIN. = S o co— X •• r -v 3 �m 9 3 r X � NEp 3 4-n . . i f 0 O c b z a -4o �-n --YZ �v c n -i --' O to �+ � 1 I CD p o�v:\ m LAJ Ln 9M ao 2 'u m a Nn o X N 10 m p ti m 7Q (L n� r •..Q. ,gym MAX. o C- c) mrr-n r X 7'<3 � // 34" t J,/HEWuRAI,I NEIGHT `a✓ r �$ MAX. 0 7a r 9 7Q N X N A m 7Q rtes m 3 q2= rn 3(o"MIN. STAIR W I DT4 -P r y X 3 r X � NEp 3 4-n . . i f 0 `a✓ r �$ MAX. 0 7a r 9 7Q N X N A m 7Q rtes m 3 q2= rn 3(o"MIN. STAIR W I DT4 -P y X May 1995 6.5 r C B SQ POST BASES The CBSO uses Simpson's SDS screws, which allows for fast installation, reduced reveal and high capacity, while maintaining the net section of the post. MATERIAL: See table. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Not recommended for non -top -supported installations such as fences. CODES: Submitted to ICBO 10/99. Nominal Material Dimensions Number of Allowable loads Model Uplift No. Post Base Strap Simpson Size Wi Wz D H SDS'/< x 2" Avg Uplift Uplift Down (Ga) (Ga) Screws Ult (133) (160) (100) 1 CBS044-SDS2 1 4x4 1 12 1 O9 x 2'/4 39/16 3'/z j 7Y16 1 81/e 14 16667 5335 5335 10975 L._....___l___.-- I CBSO44-SDS2 _4x6 12 1 lOga x 3 1 39/16 1 39/16) 73/4 l 8"/,6 I_ 14 16667 15335 5335 14420 { CBSO44�SDS2 6x6 I 12 toga x 3 j_5'/z 15'/z 6'/s I, 83/4 14 --- -- — -- �_—..—� 24000 1 5710 6855 14420 1. For higher downloads. solidly pack grout under V standoff plate before installing CBSO into concrete. Base download onpost or concrete, according to the code. CBQCOLUMN BASES The CBO uses Simpson's SDS screws, which allows for fast installation reduced reveal and high capacity, while maintaining the net section of the post. MATERIAL: See table. FINISH: Galvanized. INSTALLATION: • Use all specified fasteners. See General Notes. • Not recommended for non -top -supported installations such as fences. CODES: Submitted to ICBO 10/99. CBQ and CBSQ To order with screws, specify CBO-SDS2 or CBSO-SDS2. To order without screws, specify CBO or CBSQ. t Model Nominal Material Dimensions Number of Uplift Allowable I No. IL_ Post Size Base Strap Ult __ (133) (160) 178_53 ; 2255 127051 (133) 3545_1 (160) 4250 Simpson S C67GLULAM Loads 7 ga x2 7 3y6 1 3/6 j 8 1 i 2 1 Y. (Ga) -- 4200 yyc yyz p H Screws UIg Uplift Uplift CB044-SDS2 _ 4x4 1 7 7gax 2 J 39/16 f 39/16 1 8 1 811.%,; I 12 14350 14200 (133) 14200 (160) C8044•SDS2 4x6 7 7ga x 2_ 1 39/16 k 5'/z 8 18'; 6 , 12 14350 4200 CBSO-SDS2 CBOaa SDS2 c 6x6 ; 7 1 7ga x 2 5'/z 5'/z 8 8"/16 12 ! 4 00.1 14350 1 4200 142'nn j LCB/CB BASES" SIMPSON StrongTie ow�nam r. CBQ-SDS2 LCB—Low-cost post base for patios, carports, breezeways and porches. CB—For columns that require high structural values and rugged performance. FINISH: LCB. CB44, CB46, CB66—galvanized; CB -Simpson gray paint or HOG. m INSTALLATION: • Use all specified fasteners. See General Notes. C844 • For full loads, minimum side cover required is 3" for CB, 2" for LCB. (C846, m m • Install all models with bottom of base plate flush with concrete. CB • Not recommended for non -top -supported installations such as fences. similar) OPTIONS: • The LCB may be shipped unassembled; specify "Disassembled". • LCB and CB are available in rough size. Other sizes available for CB specify W1 and W2 dimensions. Consult Simpson for bolt sizes and allowable loads. See PBS. CODES: BOCA, ICBG, SBCCI NER-393; City of L.A. RR 24818. 7ModelNpostal Material Dimensions Post Fasteners U lift Allowable Uplift Loads P B o a j—Size PSL min. i average Nails Bolls 1 39 a x3 7 1 711, LC844 .CB44 side s 41) —P (Ga) 12 ga x2 : 16 396 ' 3y 1 6y 112-16d 2 ! Y Ult __ (133) (160) 178_53 ; 2255 127051 (133) 3545_1 (160) 4250 cover C67GLULAM 4x4 7 ga x2 7 3y6 1 3/6 j 8 1 i 2 1 Y. 143501 - — — i -- 4200 ---' 1 I LC846 CB46-"-4x6 1 12 ga x2 ( 16 ( 3W6 1 SY 16y 112 t6dl 2 —j y_ 17853 12255 12705 IjI .I 36 C81212 1 C848 `I 4x8 CBSO-SD S2 3s /6 15Yz 18 I — 1 2 1 / EX 14350 I — I — �1 4200 , 4200 — 2 3/4 1 2 '/4 1 4200 4200 Typical 14350 — — 2 CBSO-SDS2 - 6x6 ---..—y 12 ga x2 16 Installation 14350 17853 1 2255 1 2705 4200 1 3525 4200 t 423_0 I j, 1 2 '/4 6x6 C86-7 6x 7ga x3 . 7 SY " 5y 8 — 2 I % r a 4200 1 4200 ,CB7y4 PSL 7ga x3 7 j 3 --i—� 5Y t 7 i 8 t— 1 2 1% - i -----•--1 14350 ;.. - 1_ 4200 1 4200 CBQ-SDS2 LCB—Low-cost post base for patios, carports, breezeways and porches. CB—For columns that require high structural values and rugged performance. FINISH: LCB. CB44, CB46, CB66—galvanized; CB -Simpson gray paint or HOG. m INSTALLATION: • Use all specified fasteners. See General Notes. C844 • For full loads, minimum side cover required is 3" for CB, 2" for LCB. (C846, m m • Install all models with bottom of base plate flush with concrete. CB • Not recommended for non -top -supported installations such as fences. similar) OPTIONS: • The LCB may be shipped unassembled; specify "Disassembled". • LCB and CB are available in rough size. Other sizes available for CB specify W1 and W2 dimensions. Consult Simpson for bolt sizes and allowable loads. See PBS. CODES: BOCA, ICBG, SBCCI NER-393; City of L.A. RR 24818. 7ModelNpostal Material Dimensions Post Fasteners U lift Allowable Uplift Loads P B o a j—Size PSL Strap as Bolts W, Wz D Nails average Nails Bolls 1 39 a x3 7 1 711, LC844 .CB44 4x4 —P (Ga) 12 ga x2 : 16 396 ' 3y 1 6y 112-16d 2 ! Y Ult __ (133) (160) 178_53 ; 2255 127051 (133) 3545_1 (160) 4250 . ' C67GLULAM 4x4 7 ga x2 7 3y6 1 3/6 j 8 1 i 2 1 Y. 143501 - — — i -- 4200 ---' 1 C69 GLULAM_3 .C81010 I 10x10 LC846 CB46-"-4x6 4x6 12 ga x2 ( 16 ( 3W6 1 SY 16y 112 t6dl 2 —j y_ 17853 12255 12705 1 3530 4200 1 4240 36 C81212 1 C848 `I 4x8 7 a x2 i 7 I-�—�- 7 a x2 3s /6 15Yz 18 I — 1 2 1 / EX 14350 I — I — �1 4200 , 4200 — 2 3/4 1 2 '/4 1 4200 4200 I r 7Y 8 — 2 / 1065 GLULAM 791 x3 7 5 SVEC 8 14350 — — 2 LCB66_ CB66 - 6x6 ---..—y 12 ga x2 16 , 2 _-- _ —=_ —9/6 5y 5y , 5Y 112-16d 2 1 y 14350 17853 1 2255 1 2705 4200 1 3525 4200 t 423_0 I j, 1 2 '/4 6x6 C86-7 6x 7ga x3 . 7 SY " 5y 8 — 2 I % 14350 ! _: — i — 1 4200 1 4200 ,CB7y4 PSL 7ga x3 7 j 3 --i—� 5Y t 7 i 8 t— 1 2 1% - i -----•--1 14350 ;.. - 1_ 4200 1 4200 CB7y-6 PSL a x3 7 j 7y 13 —ax -3 7 r7 y, tC87y-7 PSL 1 39 a x3 7 1 711, C868_f 6x8 7 ga x3 1 7 i Sy-, CB86 6x8 3 9a x3 1 7 1 7y C67GLULAM j 3 ga x3 7 6zj CB88 _ '—W Y4 — 20650 I— j— — C69 GLULAM_3 .C81010 I 10x10 ga x3 j 31 7 8% 3 1 C61012 i 10x12 ga x3 3 a x3 1 �1!3 9y 3 j 9Y 36 C81212 1 12x12 ga x3 , 3 1111 'yz I rs — 12 Y. 20650 — — 6650 665C 7 8 1 7y 8 — 2 3/, i % 20650 — 143501 I — 6650 665C 5Yz 1 8 i �I_2 - j 2 I Y4 — 20650 I— j— — _4200 -- 1 6650 1 420C j 6650 [SPEC 8 r — 1 2 . 20650 �— 6650 6650 2 i Y 20650 !— I— 16_650 1 66_50 SPEC 8 19Yz 18 — — 2 3/4 1 2 '/4 206501 — 20650 — ' 6650 ; 6650 1 1 Yz 8 — 2 �— — — 6650 6650 112 1. � 1`- j, 1 2 '/4 20650 206501 — — 1 6650 aaan I 6650 n— 'B d, o.. Typical CBQ-SDS2 Installation m y ' •.• f I OP. 1 D��` - I W. Configuration of all other CB sizes 1. Uplift loads have been increased 33% and 60% for earthquake or wind loading, with no further increase allowed. 2. PSL is parallel strand lumber. 3.When ordering Glulam sizes. specify W2 -SPC/EPC APS A custom connection for post -beam combinations at medium design loads. MATERIAL: PC -12 gauge: PC -16-16 gauge FINISH: Galvanized. Some products available in Z -MAX: see Corrosion -Resistance, page 5. INSTALLATION: • Use all specified fasteners; see General Notes. • 9/,e" holes are provided for optional bolting. Loads do not apply to bolted connection. OPTIONS: • For end conditions, specify EPC post caps, providing dimensions are in accordance with table; see illustration. • Some PC and EPC models are available in rough sizes. • For heavy duty applications, see also CC series. CODES: BOCA, ICBO SBCCI NER-443; City of L.A. RR 25149. o 6 Surface A Surface B 33i" I.—W2f PC DIMENSIONS Fasteners each side Uplift Allowable Loads Madel Post Surfaces No. Size y1/, W2 L, LZ Avg P U lift PC/EPC Latera 12 L3 A B C Ult (13 3) (160) PC EPC _ . . _ _ PCZ16 4x4 3/6 3W6 2% 11 7/6 4-16d 6-16d 4-16d __ (133/160) (133/160) 3433 1000 1000 925 1000 PC44 4x4 3/6 316 25/6 11 7/6 4.16d 6-16d 4.16d 4933 1470 1700 925 1070 PC46 16 4x6 39/6 5y 2 13 9y, 4-16d 6-16d 4-16d PC46 4x6 3% 5y 2% 13 9y, 4-16d 6-16d 3433 1000 1000 925 IW 1000 �4933 4-16d PC48 1470 1700 925_ 1070 16 4x8 35(6 7y 2% 15 111y, 4-16d 18-16d 16-16d 3433 11000 1 1000 PC48 4x8 ` 3j6 7y 2% f 15 11y, 1 4-16d I 8-16d, 6-16d 1475 i 1285 j-- i 4933 1470 1700 2075 PC6416 4x6 Sy 3�6 4�6 11 73/6 t I 1610 4-16d 616d 4-16d PC64 I4x6� Sy 3�6 4% 34331 1000 1000 925 1000 11 7� 4-16d 6-16d 4-16d 4933 1470 1700 925 1070 PC66-16 6x6 5y 5Y2 45f6 13 1 9y, . 4.16d 6.16d 16-16d 1000 1000 925_ PC66 6x6 5y 5y 4Y6 13 ; 9y, i 4-16d ; 6.16d i 6-16d PC68 6x85y 7y 4W6 _3433. 1285 4933 ! 1470 ' 1700 92 1610 15 11Y, 4-16d 8-16d 6-16d ' 4933 1470 1700 2075 1610 PC84 4x8 7y 3% 6Y6 11 1 7/ ' 4-16d 6-16d 6-16d 4933 • 1470 925 PC86 6x8 i_7Y5Yz 6 13 9Y, 14-16d 6-16d 6-16d PC88 11700 1610 4933 1470 1700 925 161 �- O 8x8 7 7 69 � _ C8 y - - Y _ _ /6 15 111 y, `4.16d 1 8.16d 6-16d 4933 1 1470 1 1700; 1610- J I. Allowable loads have been increased 33% and 60% for earthquake 4.Uplift _20_75 loads do not apply to splice conditions. or wind loading with no further increase allowed: reduce for other 5.Spliced conditions must be detailed by the specifier load durations according to the code. to transfer tension loads between spliced members 2.Lateral loads are in the direction of the beam's axis. as shown. by means 3.Allowable loads are for nails only. other than the column cap. PSALUMINUM POST STANDOFF The APS standoff height above concrete or masonry floors or decks reduces decay at post and column ends. MATERIAL: Cast aluminum INSTALLATION: • See General Notes. • Attach to post before installation using four nail holes. • Embed rod into concrete and extend into wood member. • For nominal or rough sawn lumber. Model Post Dimensions Allowable I' Column No. Size I W H Load APS4 4x4 3Y 1 Y-780 _- APS5 5x5 4% 1 1095 APS6 6x6 She 1 1095_ APS8 8x8 8 1 2655 APS70 ; 10x10 93� 1Yz 3595 APS12 ( 12x12 1113/, 1Y 4530 1 t. Loads may not be increased for short-term loading. 2 The download is calculated based on the APS bearing area and concrete strength of 2500 psi. 40 MW o W o o y H T Holes sized to W attach 10d nails. APS6 (others similar) M Typical EPC End Post Cap Installation Typical PC Post Cap Installation Typical APS5 Installation ;FACE MOUNT HANGERS LU/LUP/U/HU vis T,ANGERS —� U210 3y\j/ HUC412 Concealed Flanges m 0 m m m 0 a a o m m 0 m a 112 '''WFOR LU24 LU28 (except LU Roughs) 1_�, Oq LUpza1 LUP210 See Hanger tables on pages 46 to 52. See Hanger Options on pages 140 and 142 for hanger modifications, which may result in reduced loads. LU—Value engineered for strength and economy. Precision-formed—engineered for installation ease and design value. LUP—Precision-formed and engineered for fast installation. One hit positions the hanger for header nailing, eliminating joist nailing and the need for special short nails U—The standard U hanger provides flexibility of joist to header installation Versatile fastener selection with tested allowable loads. HU—Most models have triangle and round holes. To achieve maximum loads. fill both round and triangle holes with common nails. These heavy-duty connectors are designed for schools and other structures requiring additional strength. longevity and safety factors. MATERIAL: See tables on pages 46 to 52. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • LUP—Speed prongs provide instant location of the hanger onto the carrying beam and nailless securing of the joist onto the hanger. If a joist prong is deflected or bent on a knot, nail a 1Odx1 1/2" or equal through that slot. On cantilevered joists, use a 101x11/2" nail at each prong in addition to the prongs. • HU—can be installed filling round holes only, or filling round and triangle holes for maximum values. OPTIONS: • HU mangers available with the header flanges turned 'r and larger widths. with no load reduction–order HUC hanger. • See Hanger Options on page 142, for sloped and/or skewed U/HU models. and! HUC (concealed flange) models. • HU only—rough beam sizes available by special order. See page 52 for tables • See also LUS and HUS series. • LUP can not be modified. CODES: BOCA. ICBG, SBCCI NER-393: ICBO 5117: City of L.A. RR 24947. RR 24818 - Dade Co.. 98-1021.01. HU MIN. NAILING FILL ROUND HOLES 0 HU MAX NAILING p o o FILL ROUND AND Q • TRIANGLE HOLES o 0 a mill HU68 Typical LU28 Installation Model configurations may differ from those shown. Some HU models do not have triangle holes. Consult factory. \/ ly4•; JOIST Joist . _ Allowable Shear SHEAR LOADS or I Rafter 100 115 125 DFL j SPF i DFL 1_5F DFL I SPF HU214 Projection seat on The maximum capacity of a 2x4 332 245 382 282 415 306 horizontal joist or rafter may be limited most models for by the maximum Horizontal shear 2x6 2 385 600 443 653 481 maximum bearing and capacity. This table gives the capacity 2x8 688 508 7�2 584 860 635 section economy. for common sizes. 2x10 878 648 1010 745 1098 810 2,12 1068 788 1229 905 1335 984 44 Typical HU Installation 1.DFL = Doug Fir -La -c SPF = Spruce-Pine-Fi; 2. FV = 95 psi for DFL 70 psi for SPF 3. The 115 and 125 loads �\ are 115°o and 125=0 /Il1 of the 10000 colunm according to the coag for short-term loacitnc UR68 AND EQUIPMENT IN BE CLEAR OF ALL EAS . OVERHANGS SHALL A OF -! FT: FROtdI THE S E APIA F.T. FROM THE REAR PROPER ►Y E' FT. FROALL BE M THE ROAD CENT' EQV PMENLINES Al BAR CTIIRES ANFWA2FT!WA So. 2.zs�,JE N6 r& a4-, e, i \ PL5(oZ I �1 (s -7 . ; . «r MW DEPARTMM 6, I Y l'. &wTiG PLYWOOD CC EXT. `� . 14"x V r�o Q — �� � • � , �"� � - � (iii f i r FRMNG_ CLIP-_ z GUARDRAIL j I MAX. DECKIM6 PRECAST Qc PIER — �O r "S 14" x 14"MIN. FOo r J NG 2� _o m 2'x12" STAIR STRIIJGER. 48'a.c,. MAX. 12"x 12' PIVS ' (0n 14"YfF• oot -TOP VIE W HAI,IDQAIL NOT SNOU1tJ FDR CLARITY. 3/gl BOLT Z=:=::: 2,.x4. MOBILE HDME OR DEC 1, !� M KAX _ 48" MTL. FRM1J L--- — — �Al\� CLIP (EA. DE' MAX. y'MII\`) 4'x la" � 4'X4' POST : #2DF.� - s �o� 2',<4" PRESSURE (2DDLTS --"')?FD rRrAT�ct OR GIRDER REDWooO i'/.A7F 4'X4" POST - ADEQUATE DIAL, ONA L b RACINJG. TYPICAL KF,5 1)01T//i 67,4PS COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville. California 95965 Telephone: 938-7541 V7. LA 4z� �,= 2� _o m 2'x12" STAIR STRIIJGER. 48'a.c,. MAX. 12"x 12' PIVS ' (0n 14"YfF• oot -TOP VIE W HAI,IDQAIL NOT SNOU1tJ FDR CLARITY. 3/gl BOLT Z=:=::: 2,.x4. MOBILE HDME OR DEC 1, !� M KAX _ 48" MTL. FRM1J L--- — — �Al\� CLIP (EA. DE' MAX. y'MII\`) 4'x la" � 4'X4' POST : #2DF.� - s �o� 2',<4" PRESSURE (2DDLTS --"')?FD rRrAT�ct OR GIRDER REDWooO i'/.A7F 4'X4" POST - ADEQUATE DIAL, ONA L b RACINJG. TYPICAL KF,5 1)01T//i 67,4PS COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville. California 95965 Telephone: 938-7541 POST C B SQ BASES The CBSO uses Simpson's SDS screws, which allows for fast installation, reduced reveal and high capacity, while maintaining the net section of the post. MATERIAL: See table. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Not recommended for non -top -supported installations such as fences. CODES: Submitted to ICBG 10/99. Model Nominal) Material Dimensions Number of I All hl No. Post Base Strap Simpson Size (Ga) (Ga)W, Wz D H SDS/a x 2" Screws I CBS044-SDS2 , 414 ' 12 110ga x 21A1 39/,e 1 3'/z 17'/,e 83/e I _ 14 CBSOa4-SDS2 4x6 12 10ga x 3 39/16 , 39/,6 ` 73K 8" /,6 I _ 14 CBS044-SDS2 6x6 12 10ga x 31 51/2 51/2 8 14 1. For higher downloads. solidly pack grout under 1- Standoff plate before installing CBSO into concrete. Base download on post or concrete. according to the code. CBQCOLUMN BASES The CBO uses Simpson's SDS screws, which allows for fast installation, reduced reveal and high capacity. while maintaining the net section of the post. MATERIAL: See table. FINISH: Galvanized. INSTALLATION: • Use all specified fasteners. See General Notes. • Not recommended for non -top -supported installations such as fences. CODES: Submitted to ICBO 10/99. Uplift owa a Loads Avg Uplift Uplift Down Ult (133) (160) (100) 16667 1 5335 5335 109751 16667: 5335 1 5335 1144201 240001 5710 f 6855 14420] CBQ,And CBS( To order with screws, specify CBO-SDS2 or CBSO-SDS2. To order without screws, specify CBO or CBSO. Model (Nominal Material I Dimensions No. Post Size Base Strap Number of Simpson SDS'/a x 2" Uplift ��9UpliftUpliftI Allowable Loads CB=For columns that require high structural values and rugged performance. (Ga) (Ga) 7W1WT2D N Screws m P61 CB044-SDS2 4x4 7 , 7ga x p_ f 39/,6 1 39/,6 ! 8 1 8'''16 1 12 (133) (S 14350 1 4200 14200 1 CB044-SDS2 4x6 7 7ga x 2 39/16 5'/2 8 811 ,;: 12 14350 4200 i 4?OQ C5044-SDS2 6x6 7 7ga x 25%2 5'/2 8 : 8'SS, 12 14350 4200 ' 4200 LCB/CB BASES" SIMPSON I 6t„ong•Tie- CBSO-SDS2 . o• t Stra ase I Bolts average Nails Bolts Size P Ga W, Wz D Nails _CCB-4-x �Dty1Dia _Ulf (133) (160) (133 (160) 4' 4x4 12gax2 t6 3% 3}z 6y 12-16d 2 I"-_I_._J CB44 4x4 7 4x2 7' 39, 6 Yz 17853 2255 2705 3545' 42501 9 /6.366 8 - , 2 ! / 14350 ' - - 4200 ' 4200 ' LC846 4x6 12 ga x2 16 3/6 5y : 6y 12-16d 2 ! y 1785_3 , 2255:2705 3530 i 4240 CB46 4x6 7-ga x2r 7 • 3j6 5y 8 ' - 1 2 I e 14350 - 06 'C648 I 4x8 7 ga x2 i 7 1 36 7y 8 F 2� y. 14350 I- 1- 14�24 1 CBS _I GLULAM' 7 a x3 7 I Sy, SPECT 8 2 ( 4 --__.,-g-�_--. _ _ 5/s 14350 LLCB66 1--1-- -- ___ 4 6x6 12 ga x2 16 Sy Sy2 Sy 112-16d` 2 I y 17853 2255 127051 3 C866 6x6 7 ga x3 7 Sy 5}2 8 - 2 14350 - C86 i - - . 4200 4200 ' 6x 7ga x3 7 Sy 7 8 2 B 14350 - - 4200 4200 C87y-4 1 PSL i 3 a x3 i 7 1 7--'— -- -�__ Ye 13y 18 �_ - 2 1_Y 206501 - - 6650 1 6650~ CB7y-6 1 PSL i 3 a x3 i 7 7 $ --' —' �/ 20650 9_,-_, ye Y 18 I - 12 CB7Y 1 PSL 13 — - 6650 16650 , - ga x3 1 7 .I 7y._�. 7 8 �___ �+ 20650 - 1 6650 6650 CB68 - 6x8 7ga x3 7 5y2 7y2 8 I - 1 2 I 14350 1 - --- C886 6x8 3 ga x3 7 -7y -`_Sy , g -' -- ' - ! = 14200 x 4200 1 _ - 12 I �/ 20650 , - 1 - 1 6650 16650 ; C67 I GLULAM 13 ga x3 ; 7 PEC 8 I - 2 X 20650 �- C888 _ -� 8x8 3 ga x3 7 7y_, ' 7yz . 8 I - I p I - 6650 6650 _C69 GLULAM -- - f. 20650 I - ( - 1 6650 1 6650 3 ga x3 7 8'/ SPEC. 8_ - 1 2 1 3j, 20650 - 6650 6650 1 CB1010 10x 10 13 9.a x3 1 3 I 9y 1 gy g / 20650 _ r -- --1 I .._ - - 16650 i 6650 C81012 1 10x12 39 x3 ; 3 i 9y ! t 1Y21 8 1 - 12 1 % 20650 36 ( - I=1 6650 1 6650 C81212 1 12x12 3 a x3' 3 111 (11 1� -- - - g -- r_-- Yz Y 8_z - 12 l .'/4 20650.1 6650 6650 ;B Typical CBSO-SDS2 Installation m 0 Typical CBO-SDS2 Installation i V=: D - - ti- � \Y Configuration of all other CB sizes I -Uplift loads have been increased 331° and 60% for earthquake or wind loading. with no further increase allowed. 2.PSL is parallel strand lumber. 3.When ordering Glulam sizes. specry W2 0 CBQ-SDS2 LCB -Low-cost post base for patios, carports, breezeways and porches. CB=For columns that require high structural values and rugged performance. FINISH: LCB. CB44. CB46. C666 -galvanized: CB -Simpson gray paint or HOG. m INSTALLATION: • Use all specified fasteners. See General Notes. C844 • For full loads. minimum side cover required is 3" for CB. 2" for LCB. (CB46, 0 m m • Install all models with botlont of base plate flush with concrete. CB66 • similar) Not recommended for non -top -supported installations such as fences. OPTIONS: • The LCB may be shipped unassembled; specify "Disassembled". • LCB and CB are available in rough size. Other sizes available for CB specify W1 and W2 dimensions. Consult Simpson for bolt sizes and allowable loads. See PBS. CODES: BOCA. ICBG. SBCCI NER-393; City of L.A. RR 24818. Model Model:! Nominal I Material Dimensions j Post Fasteners Uplift Allowable Uplift Loads --�I i Post I — N B . o• t Stra ase I Bolts average Nails Bolts Size P Ga W, Wz D Nails _CCB-4-x �Dty1Dia _Ulf (133) (160) (133 (160) 4' 4x4 12gax2 t6 3% 3}z 6y 12-16d 2 I"-_I_._J CB44 4x4 7 4x2 7' 39, 6 Yz 17853 2255 2705 3545' 42501 9 /6.366 8 - , 2 ! / 14350 ' - - 4200 ' 4200 ' LC846 4x6 12 ga x2 16 3/6 5y : 6y 12-16d 2 ! y 1785_3 , 2255:2705 3530 i 4240 CB46 4x6 7-ga x2r 7 • 3j6 5y 8 ' - 1 2 I e 14350 - 06 'C648 I 4x8 7 ga x2 i 7 1 36 7y 8 F 2� y. 14350 I- 1- 14�24 1 CBS _I GLULAM' 7 a x3 7 I Sy, SPECT 8 2 ( 4 --__.,-g-�_--. _ _ 5/s 14350 LLCB66 1--1-- -- ___ 4 6x6 12 ga x2 16 Sy Sy2 Sy 112-16d` 2 I y 17853 2255 127051 3 C866 6x6 7 ga x3 7 Sy 5}2 8 - 2 14350 - C86 i - - . 4200 4200 ' 6x 7ga x3 7 Sy 7 8 2 B 14350 - - 4200 4200 C87y-4 1 PSL i 3 a x3 i 7 1 7--'— -- -�__ Ye 13y 18 �_ - 2 1_Y 206501 - - 6650 1 6650~ CB7y-6 1 PSL i 3 a x3 i 7 7 $ --' —' �/ 20650 9_,-_, ye Y 18 I - 12 CB7Y 1 PSL 13 — - 6650 16650 , - ga x3 1 7 .I 7y._�. 7 8 �___ �+ 20650 - 1 6650 6650 CB68 - 6x8 7ga x3 7 5y2 7y2 8 I - 1 2 I 14350 1 - --- C886 6x8 3 ga x3 7 -7y -`_Sy , g -' -- ' - ! = 14200 x 4200 1 _ - 12 I �/ 20650 , - 1 - 1 6650 16650 ; C67 I GLULAM 13 ga x3 ; 7 PEC 8 I - 2 X 20650 �- C888 _ -� 8x8 3 ga x3 7 7y_, ' 7yz . 8 I - I p I - 6650 6650 _C69 GLULAM -- - f. 20650 I - ( - 1 6650 1 6650 3 ga x3 7 8'/ SPEC. 8_ - 1 2 1 3j, 20650 - 6650 6650 1 CB1010 10x 10 13 9.a x3 1 3 I 9y 1 gy g / 20650 _ r -- --1 I .._ - - 16650 i 6650 C81012 1 10x12 39 x3 ; 3 i 9y ! t 1Y21 8 1 - 12 1 % 20650 36 ( - I=1 6650 1 6650 C81212 1 12x12 3 a x3' 3 111 (11 1� -- - - g -- r_-- Yz Y 8_z - 12 l .'/4 20650.1 6650 6650 ;B Typical CBSO-SDS2 Installation m 0 Typical CBO-SDS2 Installation i V=: D - - ti- � \Y Configuration of all other CB sizes I -Uplift loads have been increased 331° and 60% for earthquake or wind loading. with no further increase allowed. 2.PSL is parallel strand lumber. 3.When ordering Glulam sizes. specry W2 0 S 40 • • PC/EPC C PS A custom connection for post -beam combinations at medium design loads. MATERIAL: PC -12 gauge; PC -16-16 gauge FINISH: Galvanized. Some products available in Z -MAX; see Corrosion -Resistance, page 5. INSTALLATION: • Use all specified fasteners; see General Notes. • 9/,s° holes are provided for optional bolting. Loads do not apply to bolted connection. OPTIONS: • For end conditions, specify EPC post caps, providing dimensions are in accordance with table: see illustration. • Some PC and EPC models are available in rough sizes. • For heavy duty applications, see also CC series. CODES: BOCA, ICBO SBCCI NER-443; City of L.A. RR 25149. 0 VV 11 0 � 3z 0 0 SurfaceA ::Q a� l WW2 PC I. Allowable loads have been increased 33% and 60% for earthquake 4.1.1plilt loads do not apply to splice conditions. or wind loading with no further increase allowed: reduce for other 5.Spliced conditions must be detailed by the specifier load durations according to the code. to transfer tension loads between spliced members 2. Lateral loads are in the direction of the beam's axis. as shown. by means other than the column cap. 3.Allowable loads are for nails only. APSALUMINUM POT STANDOFF The APS standoff height above concrete or masonry floors or decks reduces decay at post and column ends. MATERIAL: Cast aluminum INSTALLATION: • See General Notes. • Attach to post before installation using four nail holes. • Embed rod into concrete and extend into wood member. • For nominal or rough sawn lumber. Model Post r::sions AllowableNo. Column HDown Size I H Load' APS4 4x4 3Y 1 --780 APS5 5x5 _4% 1 1095 APS6 _ 6x6_ 5Y 1 _1095 APS8 8x8 8 1Y 2655 Holes sized to w APS10 10x10 9X 1y 3595 attach 10d nails. APS6 APS12 12x12 111Y 1Y 1 4530 (others similar) I. Loads may not be increased for short-term loading. 2. The download is calculated based on the APS bearing area and concrete strength of 2500 psi. SIMPSON .I —; Typical EPC End Post Cap Installation LATERAL �► Typical PC Post Cap Installation Typical APS5 Installation 0) DIMENSIONS Fasteners each side Uplift Allowable Loads ( Model Post No. Size Surfaces Avg_ Uplift PC/EPC Lateralz yy, Wz L, Ult 13360 PC EPC B C _ (133/160) (133/160) PC44 16 4x4 3% _aye 2% V11 7s/,s 4-16d ' 6-16d 4-16d 1000 ' 1000 925 1000 PC44 4x4 ' 3y6 , 3ys 2Y 11 7X6 ; 4-16d ' 6.16d 4-16d _3433 49331 1470 1700 925 1070 PC46-16 4x6 3ys 5y 2y8 13 9Y0 4-16d 6-16d 4-16d 3433 1000 1000 925 1000 �PC46 4x6 Sys 5y ;>v- 13 9Y° 4-16d 6-16d 4-16d 4933 1470 1700 925 1070 PC48.16 4x8 ' 3% 7y 2ye 115 11Y 4.16d 8-16d 6-16d 3433_ 1000 10_00 j 1475 1285_ PC48 4x8 Sys ' 7y ' 2/ 115 11 y, 4-16d 8--16d7 6 16d 4933 1470 1700 ( 2075 ? 1610 ; PC64-16 4x6 5y 3ys 1 4% 11 7Y, 4-16d 6-16d 4-16d 3433 1000 1�009�251�07O PC64 4x6 Sy Sys 4X6 11 7% 4-16d 6-16d 4-16d 4933 1470 1 PC66-16 6x6 5y _ 5y 4y6 ' 13 1 9Y° _4-16d 6-16d 1_6-16d 3433 11_000 i 1000 1285 PC66 6x6 I 5y 5y 4% ; 13 19Y° 4-16d 6-16d 16-16d 49331 1470' 1700+ _925 92� 1610 PC68 6x8 5y 7y 4ys 15 11y 4-16d 8-16d 6-16d 4933 1470 17001 2075 1610 PC84 4x8 7y 3% 65(6 i 11 17% 14-16d 16-16d 6-16d 49331 1470 117001 925 1610 1 IPC86 6x8 7y 5y 6ys 13 9y 4-16d 6-16d 6-16d 4933 1470 1700 925 1610 PC88 8x8 7y ; 7y t 6y6 _ 15 111y° � 4-16d i 8-16d 6-16d 4933 1470 17001 2075 1 1610 1 I. Allowable loads have been increased 33% and 60% for earthquake 4.1.1plilt loads do not apply to splice conditions. or wind loading with no further increase allowed: reduce for other 5.Spliced conditions must be detailed by the specifier load durations according to the code. to transfer tension loads between spliced members 2. Lateral loads are in the direction of the beam's axis. as shown. by means other than the column cap. 3.Allowable loads are for nails only. APSALUMINUM POT STANDOFF The APS standoff height above concrete or masonry floors or decks reduces decay at post and column ends. MATERIAL: Cast aluminum INSTALLATION: • See General Notes. • Attach to post before installation using four nail holes. • Embed rod into concrete and extend into wood member. • For nominal or rough sawn lumber. Model Post r::sions AllowableNo. Column HDown Size I H Load' APS4 4x4 3Y 1 --780 APS5 5x5 _4% 1 1095 APS6 _ 6x6_ 5Y 1 _1095 APS8 8x8 8 1Y 2655 Holes sized to w APS10 10x10 9X 1y 3595 attach 10d nails. APS6 APS12 12x12 111Y 1Y 1 4530 (others similar) I. Loads may not be increased for short-term loading. 2. The download is calculated based on the APS bearing area and concrete strength of 2500 psi. SIMPSON .I —; Typical EPC End Post Cap Installation LATERAL �► Typical PC Post Cap Installation Typical APS5 Installation 0) A_ACE MOUNT HANGERS LU/LUP/U/HU JOIST HANGERS U210 HUC412 Concealed Flanges MAX( HU214 Projection seat on most models for maximum bearing and section economy. e o m a a 0 0 m a '.'FOR LU24 LU28 (except LU Roughs) V t FOR LUP 24) LUP210 HU MIN. NAILING - FILL ROUND HOLES HU MAKNAILING - FILL ROUND AND TRIANGLE HOLES HU68 See Hanger tables on pages 46 to 52. See Hanger Options on pages 140 and 142 for hanger modifications, which may result in reduced loads. LU—Value engineered for strength and economy. Precision-formed—engineered for installation ease and design value. LUP—Precision-formed and engineered for fast installation. One hit positions the hanger for header nailing, eliminating joist nailing and the need for special short nails U—The standard U hanger provides flexibility of joist to header installation. Versatile fastener selection with tested allowable loads. HU—Most models have triangle and round holes. To achieve maximum loads. fill both round and triangle holes with common nails. These heavy-duty connectors are designed for schools and other structures requiring additional strength, longevity and safety factors. MATERIAL: See tables on pages 46 to 52. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • LUP—Speed prongs provide instant location of the hanger onto the carrying beam and nailless securing of the joist onto the hanger. If a joist prong is deflected or bent on a knot, nail a 1Odx1 1/2" or equal through that slot. On cantilevered joists, use a 1Cdxl /z" nail at each prong in addition to the prongs. • HU—can be installed filling round holes only, or filling round and triangle holes for maximum values. OPTIONS: • HU hangers available with the header flanges turned in for 2-2. ? - and larger widths, with no 13ad reduction–order HUC hanger. • See Hanger Options on page 142, for sloped and/or skewed U/HU models. and HUC (concealed flange) models. • HU only—rough beam sizes available by special order. See page 52 for tables. • See also LUS and HUS series. • LUP can not be modified. CODES: BOCA, ICBG, SBCCI NER-393; ICBO 5117; City of L.A. RR 24947, RR 24818: Dade Co., 98-1021.01. I. Typical LUP Installation tt 4 ..x p'.. ✓�" aW� y. Tri FYI° r i. �[. �C•lt .* r, Typical LU28 Installation Model configurations may differ from those shown. Some HU models do not have triangle holes. Consult factory. JOIST Joist !_ Allowable Shear SHEAR LOADS Viler I 1 125 R DFL SPF DFL SPF 1 DFL SPF The maximum capacity of a horizontal joist or rafter may be limited 2x4 332 245 382 282 415 306 by the maximum horizontal shear A�x8688 22 385 600 443 653 481 capacity. This table the capacity 508 792 584 860 635 gives for common sizes. 200 878 648 1010. 745 1098 810 2x 12 1068 788 1229 905 1335 984 Typical HU Installation 4, 1, DFL = Doug fir -Larch SPF = Spruce -Pine -Fir 2. FV = 95 psi for DFL 70 psi for SPF 3. The 115 and 125 loads 1 are 115% and 12510 , .1 Of the 10044 column. 7 according to the code for shoe -term loading NOTES RESIDENTIAL 073-320-022 01-1054 DI ATTEO, GEORGE & MARY G�C RESTIVE WY. OROVILLE CONT: HAROLD BALAZ MH PERM FND NEW SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S) OR DECAL(THE INSPECTOR MUST RETREIVE) (2) STATEMENT OF FACTS(ONLY ON NEW MH'S) t INSPECTOR TO VERIFY SERIAL & LABEL #'S ' io SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY ' Address M GAS 3a a Meter B 70t, Date ELECTRI - Meter By D401:� 4 ir 7/1 A/ r, JOB FINALED (Date) l Signature_ t ✓✓ ti RESIDENTIAL 073-320-022 01-1054 DI ATTEO, GEORGE & MARY G�C RESTIVE WY. OROVILLE CONT: HAROLD BALAZ MH PERM FND NEW SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S) OR DECAL(THE INSPECTOR MUST RETREIVE) (2) STATEMENT OF FACTS(ONLY ON NEW MH'S) t INSPECTOR TO VERIFY SERIAL & LABEL #'S ' io SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY ' Address M GAS 3a a Meter B 70t, Date ELECTRI - Meter By D401:� 4 ir 7/1 A/ r, JOB FINALED (Date) l Signature_ t ✓✓ 8. Utility Clearance Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 Date MOBILE H9 INSTALLATION (Plans) OK except #'s ,1o_Z_onjpg Requirements -Setbacks -Easements ootings; Size -Spacing -Marriage Line as; MM -Tet -Demand -Valve -Connector s / ectrAiq- Test -Crossovers -Breakers -Clearances ,i ren; MH Test -Fall -Flex Connector and Sewer Connected -C/O to Grade -HD Approval e owns -Type -Installation Cert. j!VExits; Insp.-Sketch 11. Cert. of Occupancy 12--P6rl fffrMM Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 16 /2vf-0 t 37��t 7 UWceA-Zc` 3.73 A 13 - r _ MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ✓=•OK• , Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. 0 = NOOK 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing ble MOBILE HOMES = Not Ready Carports; Windows -Doors 7. Date MOBILE HOME UTILITIES (Plans) OK except #'s Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 1. i Zoning Requirements -Setbacks -Easements 10. 2. Soils; Special MH Support Sketch Ext.; Steps -Doors -Landings 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"tt./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 Date MOBILE H9 INSTALLATION (Plans) OK except #'s ,1o_Z_onjpg Requirements -Setbacks -Easements ootings; Size -Spacing -Marriage Line as; MM -Tet -Demand -Valve -Connector s / ectrAiq- Test -Crossovers -Breakers -Clearances ,i ren; MH Test -Fall -Flex Connector and Sewer Connected -C/O to Grade -HD Approval e owns -Type -Installation Cert. j!VExits; Insp.-Sketch 11. Cert. of Occupancy 12--P6rl fffrMM Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 16 /2vf-0 t 37��t 7 UWceA-Zc` 3.73 A 13 - r _ MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=OK ' 0 = Not OK = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date FRAMING (Permit) OK except #'s Underfloor (Plans) OK except #'s Sills Proper Materials & Anchors 1. Zoning -Setbacks -Easements -Flood -Slope 42. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Draft Stop in Walls (rat proof) 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Fig. Depth 45. 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor-Nai Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card.6-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close -to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86, Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.•Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86, Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 'Mra,•. .. r ..r -r •.rr "'S� •.t-••.y�+ rr -s t -..r .�_�- -� ____ ..-....ter- � �'y�'S _�_:' �' t 1 i • e � � i ,.� COUNTY ?OF BUTTE i BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street'* Chico,. CA • (530) 891-2751 7 County Center Drive Or'oville, CA • (530)'538-7541 f r CORRECTION NOTICE t 4. WNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the% above address and should be corrected. Please notice this office when co? action of work is -, completed. If you have any questions pertaining to this matter, or need additional explanation, pleases act this office immediately. f Jar MWAMI IV al WNIVAi- f j r x BUILDING`PERMIT NUMBER: 01-1054 Address or location of unit: 94 RESTIVE WAY, OROVILLE, CA 95965 Legal Description of Ileal Property;. A.P.#073-320-022 SEE ATTACHED (x) Mobilehome/Manufactured Lorne O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name:- GEORGE L. DIMATTEO & MARY K. DIMATTEO Owner's address:, 6625 SUMMER RAIN WAY, CITRUS HEIGHTS, CA 95621 INSIGNIA OR HUD NUMBER: 801326616/17 SERIAL NUMBER OR V.I.N.: GWCA21 128373 MANUF'ACTURER'S NAME GOLD N WEST Y 2001 OFFICIAL APPROVING INSTALLATION: DATE: 7/30/01 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 01 -Aug -2001 2001-0034152 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Sectiun 1855; . This docunnent is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. GEORGE L. DIMATTEO & MARY K. DIMATTEO REAL PROPERTY OWNER/LESSOR 6625 SUMMER RAIN WAY MAILING ADDRESS CITRUS HEIGHTS, SACRAMENTO, CA 95621 CITY COUNTY STATE ZIP 94 RESTIVE WAY INSTALLATION MAILING ADDRESS. IF DIFFERENT OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (iralso property owner. write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL .AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE ' MAILING ADDRESS _OROVILLE, BUTTE, CA 95965 Y COUNTY STATE ZIP 1-h054 I L(530)538-7541 JJPE 11T • / I TELEPHONE NUMBER SIGNATURE OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (ir not a dealer sale. write "NONE") NONE DEALER LICENSE NO. GOLDEN WEST 2001 7004 1I0661F MANUFACTURER'S NA:\1E DATE OF MANUFACTURE MODEL NAMUNUMBER GWCA21 128373 28' x 66' RAD1326616/17 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED A ASSESSOR'S PARCEL NUMBER A.P. #073-320-022 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - IICD PINK - Applicant GOLDENROD - Bwlding Dept. i. , 7 r ORDER NO. BU -173384-3 i DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND I IS DESCRIBED AS FOLLOWS: PARCEL Ia LOT 21 AS. SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILL RANCHES'SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1983, IN BOOK 91 OF MAPS, AT PAGES) 21 THRU 25. PAItCBL iI s A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER RESTIVE DRIVE, PROVENZA DRIVE, APRIL COURT AND ANGELA COURT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILL RANCHES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1983, IN BOOK 91 OF MAPS, AT PAGE(S) 21 THRU 25. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED ABOVE. I m STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY. DEPARTMENT OF HOUSING AND COMRRUNrTY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM STATEMENT OF FACTS This unit is a: � Mobilehome ® Commercial Coach ® Floating Home ® Truck Camper Decal (License) No.(s) I Trade Name I Serial No.(s) &0CV fi I/We, the undersigned, hereby state: r j 't'c:,) `Pe v o (-J"'Q J I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on(; )/-0) at (Date) (City) (State Signature(s) Printed name(s) Address 600� 07 City P�� r- V�'-j . State HCD 476.6 (REV 9/91) RECORDING REQUFMVD BY MID VALLEY TITLE 8t: ESCROW CO. ACID VMN RECORDED MAIL. TO: GEORGE L. DIMATTEO MARY K. DIMATTEO 5625 SUMMER RAIN WAY CITRUS HEIGHTS, CA 95621 ORO -C A.P.N.: 073-320-022, LOT 2 Order No.: 173384 III I!!I � i! IMI! it illl li I IIIII !III IL c399--4010 1 i6910 Recorded I REC FEE I®. M OfficialyRecords I TAX 12.10 BUT I CANDACE J. 6RIABS I Recorder I ROSENARY DICIGON I Assistant I Myles 99.-NAN 26 -Apr -1999 I Page 1 of 2 Above This Line for Recorder's Use Only GRANT DEED Escrow No.: 173384 THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY 112.10 �[] computed on full value of property conveyed, or computed on full value less value of liens or encumbrances remaining at time of sale, X unincorporated area; ( j City'of _. and FOR A VALUABLE CONSIDERATION. Receipt of which is hereby acknorledged, PAUL M.. SANTONI and DOLORES L. SANTONI, husband and wife hereby GRANT(S) to GEORGE L. DIMATI'EO and MARY'EC. DIMATTEO, Husband and Wife as Joint Tenants the following described property in the unincorporated area of the, County of Butte State of California; See Attached Legal Description PAUL A ON Document Date: April 21, 1999 DOLORES L. SANTONI STATE OF CALIFORNIA AS COUNTY OF Butte ) On April 23, 1999 before me,Michelle A. Miller, Notary Public personally appearedPaul M. Santoni and Dolores L Santoni personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(:) is/are subscribed to the within instrument and acknowiedped to me that he/she/they executed the same In his/her/their authorized capacity(fes) and that by his/her/their signature(s) on the instrument the person(:) or the entity upon behalf of which the person(:) acted, executed die instrument. WITNESS my -hand and official seal. Signatureq-&W& �• This area for official nomial seal. 3AAA.AAA MICHELLE A. MILLER !-orn ltltdCtt 81178414 Mfr CPS :'olcuy Public cwli8 County. ccifbtnlo •1 My Cormbslon EV. APR 3. 2002 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below .R f F • r y i ORDER NO. BU -173384-3 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I s LOT 2,'AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILL RANCHES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF" BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1983, IN BOOK 91 OF MAPS, AT PAGE(S) 21 THRU 25. PARCEL IIi r A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER RESTIVE DRIVE, PROVENZA DRIVE, APRIL COURT AND ANGELA COURT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILL RANCHES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1983, IN BOOK 91 OF MAPS, AT PAGE(S) 21 THRU•25. EXCEPTING THEREFROM .ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED ABOVE. Aug. 1. 2001 8:42AM OAKWOOD HOMES inr= SiC # 348 YYCJt L.-apiwi mvv West Sacramento,CA 95691 Phone: 916-371-2200 Fax: 916-371-2202 1 M . Date FROM REGARDING - j FAX NUMBER DIALED C}" 6 -3 �J a NUMBER OF PAGES TO FOLLOW NOTES: 0-13 a MCA Q-( j3aG(.Q No-d7?6 P. 1/1 �v„ Malet IF YOU HAVE ANY QUESTIONS PLEASE CALL 916-371-2200 a i { COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIVG DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) Q!38-75 1 PERZ4 NO. (Rev. 12/96) APPLICATION AND PERMIT ' © C ASSESSOR PARCEL NUMBER 073-329-022 ZONING BUILDING PERMIT OWNERTELEPHONE GEORGE &MARY DIMATTEO 726-4437 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 6625 SU11Y ER RAIN WY CITRUS HEIGHTS ,6 CONTRACTOR'S NAME HAROLD BALAZ TELEPHONE 534-1190 CONTRACTORS MAILING ADDRESS P.O. BOX 347 PALERMO CA 95968 CONSTRUCTION LENDER LENDERS MAILING ADDRESS CITRUS HEIGHTS CA 95621 Fireplace Total valuation $ 961228.00 ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ 313.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2-3.00 But INGADDRESs RESTIVE WAY, OROV1fTT.F CA 95A6 Energy Plan Checking Fee $ $ PERMIT FEE s 356.00 Lor r-112114 sue sIONS NAME P MAP 1 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome q Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00. TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW M.H. ON PERM END. ON NEW SITE Gas piping system 1 - 5 outlets 15.001 19-00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Filing Feel 20.00 LE S Main Service 2a 0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in VII force and effect. License Class Lic. No. N y yy,L OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service sow To I000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( d ACC. BWS. SO 3.50FT. NPN pE°SID MULTt-OUTLET @7,50 POWEa APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. olmEr OR F-aruREs 20 @ 1.00 SAL o .w Ex. Occup.. oin,EF°,5PRRa D.o� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of_a valuation of one hundred dollars ($100) or less.) ,1l certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that f I should become subject to the�V/ workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. XI& Date f' -2--r - Signature of Applicant - ❑ Owner Allcontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ ONST. TYPE TOTAL FEE $ occ ;AZ. D FEES IMP F700f� PgRC pp D ISscompensation This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for whi h fees have been paid. By Date PERMIT EXPIRES O /J# ate Receipt No. ? WHITE-D.D.S.-B.D. CANARY -ASSESSOR K- NSPECTOR -GOLDEN ROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT'OF'DEVELOPMENT SERVICES - BUILDING DIVISION : 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT No. 1(Rev.12/96) NUMBER APPLICATION AND PERMIT ASSESSOR PARCEL a �� ! ZONING BUILDING PERMIT OWNE LL 'VD �f/�/ 7 �J'�/�—L J. T "E(7�/•Z/ SO. OCC. ILDING OWNERS MIUUNG AODRMI CO T013'$ S8 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace ARCHITECT OR ENGINEER E NO. Total Valuation S LICENS Flin Fee $ 20.00 ARCHITECT OR ENGINEERS MAwNG ADDRESS Permit Fee — $ SUILDINGADDRESS .. Plan Checking Fee $ Energy Plan Checking Fee E S LOT No..� SUSDNISIONSNAME PARCEL MAP PERMIT FEE _ 10 a CTURE PLUMBING PERMIT Fling Fee 20.00 �LtJSO� LLUSEOFSTRU P� �� S �' Each Trap7.00 Solar or heat um water heater 23.00 SF ❑ Duplex ❑ Mobilehome Other aPEc1Fv Water piping 15.00 TYPE OF WORK Each gas water heater or vent 15.00 S' N Addition ❑ emodel ❑ Utilities ❑ Installation ❑ 0 Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 D s ribs Work: , Mobile Home S G W 020.00 PERMIT FEE _ <j ELECTRICAL PERMIT Fling Fee 20.00 — — ---- Main Service aoov OR LESS 2aoA oR LE;; 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLING OCCUP. OR ADONS. A ACC. SEWS. 3.5QFT: N ONS T. MULTI -OUTLET NON•RESID. 07 50 POWER APPARATUS l=. 6 SINGLE OUTLET C-R. Ex. Occup. OUTLET OR FIXTURES 200 1.00 BAL .so I Ex. Occu OU E0 APPLMSI R 5.00 f Temporary Service 23.00 i Mobile Home Facilities 20.00 Misc. Wirina 23.00 n PERMIT FEE i -� *PERMIT FEE PA10 ��' CY-2MECHANICAL PERMIT Filing Fee 20.00 Heating SRA Cooling SHERIFF Hood 8.50 OTHER ! Ventilation ------------- PERMIT FEI: S Mobile Home Installation Fee $ Energy Inspection Fee S (�J/w� GCc coNST. rroE T t AL FE $ AMOUNT RECEIVED /��. D. FEES FLOG CDF p Cq HD ISSUE This permit is hereby Issued under the applicable provisions i of the Butte County Code and/or Resolutions to do work *RECEIPT,[/,- indicated above for which fees have been paid. NUMBER lI X� _ * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON �,� fo COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 &. (ftdo ERMIT APPLICATION DATA SHEET OWNER: SESSOR PARCEL NUMBER: Proposed Building Use /77 ding Inspector: Date: At time of permit application, I was a vised the following data must be submitted prior to permit processing and/or issuance: Date Received By wAll items h been submitted.---------------------------------------------1------------------------------------- Plot plan, !3lsYsets, signed by the preparer of plans. ----------------------- ------------------------------------ ❑ . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ardous Material Fo ------------------------------------------------------------------------------------------ ��� . c anufactur Home sta ation instru to c udmC��C�>e o Sp ifications------------------- 0. Fees of $ ---- --- ----- ------------------------------- Impact fees as shown n the a ac sch---------------------Z ----------------------------------------- California Department o plan approval/fees.---------------------------------------- 101 . Flood elevation certificate. ------- Sanitation and plot plan approval ❑ 15. City of Chico plumbing permit. _ Department. ❑ 6. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- /. Planning approval for (A) Use: Q )< (B) Parking:— - �– O t-1 _ 0 U_ Contact Land Development about ❑ Improvements, ❑°Drainage'-14Legal Parcel. ----------------------- – 1 A 1 .Encroachment Permit for driveway (construction approval prior to occupancy). ------------------------ 1121= - ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, CIVsification)------------------------------ 0 22. Workers' Compensation carrier and policy number. 23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ----- 4. Letter of signature authorization. ------------------------------------------------ . ecorded copy of Agricultural Acknowledgment Statement. ----------------- ❑ 26. Letter of intent on building use.-------------------------------------------------- E127. ------------------------------------------------- ❑27. Manufactured Home utility ' earance. - - ---------------------------------- 2& Existing v' onsd/ >r p -------------------- ��- -- 29. 0433 ant . H. T' e; eck to H.C.D $ 030. Other: _ ,(,1 (Date) UTPen you issye-� l TIr Uss as follows ❑ Mail to owner ctor. elephone /-�,'v/�('j ��(�yv and hold for pickup a office. ❑ Deliver with inspector. Applicant: " `CJ �/L� Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire DepXffffft, ❑ Air Pollution Date: By. Copy of plans sent ❑ Health Department, ❑ Fire Departm ❑ 0 er: D 1. Index permit application for the above items numbered: El V�� _�: Plan Check List 2. Addifimal items required: ontracto esigner, owner, was advised 6ithe above required data one, ❑ ibail, ❑ uilding ivision ter, by ,Z5 Date:,' 4_ fL ontractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division co er, by Date: Contractor, designer, owner, was advised of the above required data by 13 phone, ❑ mail, ❑ Building Divis' n ter, by Date - Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D' o unter, by D Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ON Plot Plan Attached Floor Plan Att&Shfid Sent to B.D. / O Building Department M: Environmental Health UBJECT: Sanitation Clearance A" VJ2 73 -g� -2a Owner Location , AP# Plan Approved for: Sewage Disposal �ff Water Supply: Public Private Well Clearance for a ling. Otherd/Zo�•� Hold final for: Final clearance O.K. for: NOTE: r Environmenta0ealth Specialist 8/96 REs14,1 Date i ' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER PROPOSED BUILDING USE / JI't I!, BUILDING PERMIT FEES --Balance Due ................................... OF FEES DUE A.P. # i DATE RECEIPT # DATE REC. a —d --Additional Fees Due ............. -----............. $ --Additional Fees Due ............................................ $ -;Revised Plan Checking Fee ...... ....................... $ SCHOOL DISTRICT FEES �e paid at District Office),/ " l GEIFF FEES (paid at Building Division) �✓ Residential .................................... x $360.00 = $� Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ -x-=$ # Units Amt. Commercial (Sq. ft.) ............. -x-=$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) E INSPECTION AND PLAN CHECK $89.00 (p id at Building Division) ATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLIC `r/ DATE _S'.- ri ^c% I Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) f - -. o .. � _. .,.SIV... �,..a.�-..I`�•t .1^ . ; .�,� ..I . _-+7r'^`.hv`'^ f>-� . � .. .~i"' .. ._^"n.!1. .. ....r ^ • *—V, BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Orb d .1 / %-e /e /11 L/�-`�l Building Department No. r A.P. Number 4 zd ~ d ?A Jurisdiction: City County Property Owner Property Location/Address Subdivision Residential Development No of Living Units Commercial/Industrial ._,.._ ....-... I.+• ; � � .. ° . �.. .t; _'� � New �i Building apartment Representative Lot No. ..................................................................................................................; € Sq. Footage Aobileme Addition/ 'Supplemental to (Group R) Installation Conversion Permit # ....................................... '(No foundation inspection): .............. • .• ' ` Sq. Footage i Addition (Including Exterior _j_- --! �,-i`•.;b. . ,. t.. _ ..� _ - .,.�. Roofed Areas) f Date r . 1 _ (Moor Plans reviewed by School istnct Personnel) t ' . District Identification/ , No.rr School District certifies that • (Applicant) (Street Address) (Phone Number) -- (City) has complied with the requirements of Resolution No. representing 7 0 square feet. School District Representative d (State) (Zip Code) 99-o o _U 5 by payment of $ j 1� /10 AB 2926 $ FULL MITIGATION s Date c� Paid by Check # Remarks: L G /. Notice: You may piotest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a),. within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. a If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm STANDARD CARPET 5 OPTIONAL CARPET - LPI MST . ___ _ K)TC.0:--- 0' 6- . 0' 6• cEHTEraFa: w�- �1 a UTILITY / 17.p 40C, 0'-b• 1'.V* '• O FATTILT R70Tl CAE51 011TH OTF-FOCI I W IOAO 014.7 80" lmDi 1 OPT. SU1E TIASTFR EATH 0,.&* . 6' 6• - \ MASTER BEDRDCM •IAUC-NIWR ---- OR-FALL15EDRXM ` r ') BEDROOM -3 "LL O EIAROPME5,EXCEPT CALLK-W r TOTAL 13'-6 x103'-0' NY OPT. SUITE / 3RD BATH—13'-6" x W' -0'R r 6'-3' 6'-6• 16'-11" 5'-0" 5'-0" 3'-6" 4'-5" 4'-5" PER5 . I r 4-0 , 4 -6 s-- - cEHTEraFa: - •a Rocs I ,�.. ...---_-----,r•_..... ......-------- IOAO 014.7 0 Ly %A _ FFE L ---U ��,� B I I -•Y jC• co 70 PSF O70 F'SF � i (20 PSF 4Y DPT, DIM. DOOR) I 7 lO FF > bP5F O�PSF co -- ) M r5F (D'-7 f M PSF . Ow PFF .�bPs f bF'SF 30 PSI rg.O I'9 ro ! O b PSF - 30 PS. 010; r i O ii 1i F •)} .!,O PSF PS OO30 '�O •� Ob PS F 40 SF OLY A AV PSF O70 PSF b PS -K- A A15 00 '® OCrR E� l------------ 1 - J• 13'-6' WIDE CARPET LE9UP 9 i PERS PER TABLE 0 r` i ■ - OF 96TALLATION YAARYIL ` PERS PER TABLE ■ OF KSTAUATION MANUAL 7A0 (NOT REQUIRED FOR 201) > j PIER PER FOOTING SIZE REOOIRED (SO. IN.) PER PIER FOOTING SIZE REOUIREO (50. w.) PIER f0pTU1G $U:E REOUREO (S0. 111) PIER CAPACITY��ttPIER FOOTING SIZE RE0IARED (50. w.) z i H0. (i85) 1000 PSF 15W PSF 2000 PSF NO. {LBS.) 1000 PST ,500 PSF 2000 PSF ACITY —N0. (LBS.) 1000 PSF 1500 PSF 2000 PST (LBS.) 1000 PSF 1500 P. 2000 PSF 0 —_ I 2000 288 19T 14. 3 4000 576 384 288 5 6000 864 576 432 7 10000 1440 96D 720 7 2500 360 240 180 4 5000 720 480 360 6 8000 1152 768 576 8 12000 1728 1152 864 Manufacturing "'CARPET & PIER `°°D"" SERIES 1000 1ODCL "D. �'6� M SUPPORT LOCATIONS �° "� 1.782 °"T` HBOSLP ,6_MAR_oo4• Perris Division • (909)657-1611 °"""'"` `"` wfO9Y""0" PERRIS DMSION D4"� °T L, MULUN s"cn > -A2 "-cD -CD r STANDARD CARPET L WN" ROO91 FRILT ROOM BO" ROOM / OPT. 5U1E nLASTER BEOQXM CEDFaXM 7 ' BEDROOM 9 HALL ••; - - ONRDR MS (ExCEF'I HALK-M TOTAL 13'-6' x 103'-0• (W/ OPT. SUITE / 3RD BATH—13'-b' x W' -O") OPTIONAL CARPET K17OHDF 0'-6' . 0'-6' WtUry I me ROOr1 0'-6• • 1'-0' CA.E51 CATH OF -FALL rWlER CATH 0' 6- • 6`6' IWA•egwR OFF -FALL -- � cEHTErara: PERS PER TABLE n 4a ROOF - I -jam.......__.-.- -•/ ....... ....... .. ....... ......... 7 LOAD OIET ■ - OF INSTALLATION WNUAL 13'-6' WIDE' CARPET 50 ry 40 ew i PERS PER TABLE n ■ - OF INSTALLATION WNUAL PERS PER Taf ■ ®- OF f(SWATION MANUAL (NOT FtEOLMEO FOR 201) i PIER PSR f00iwL SIZE REOUIRCD (50. IN.) PER PIER FOOTING SQE REOUREO (SO. IN.) PIER ACITY FOOTING SIZE REQUIRED (50. IN.) --10-00--PSF-71500 PIER PER FOOTING SQE RE%A3M (SO. IN.) i 140. CAPAOTY BS.) 1000 PSF 1500 PSF 2000 PSF ACFFY �BS.) 1000 PSF 1500 PSF 2000 PSF NO. (LBS.) PSF 2000 PSF �- 1CAPACITY 000 PSF 1500 PSF 2000 PSF 2000 288 192 144 ) 4000 576 384 288 5 6000 864 576 432 7 10000 1440 960 720 2500 350 240 180 4 5000 720 480 360 6 8000 1152 768 576 8 12000 1728 1152 8W°"'""` "T"SUPPORT CARPET &PIER `°°°." SERIES 1OW "°°" 00, %p661F APerris nufacturirlg BOSMP LOCA TIONS �° " I.zaz °"T` Is--oO 4' Division • (909)657-1611 °°""'"` `"` "F04YA"°" PERRIS DIVISION L. MULLIN sH"� 1 —A2 "`�`�`° - Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: ❑ Deeds : Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: 110 Y31 N O.1J l� �p�.L i2�atJ C-14 S U f3- Map Date of Recording: Block: Book: Lot: 2 Page 21 Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: -�oy �-► ami G.rz w�i G- I. J D�SI GAJ C� �S�l 4� ae&SrG? eb cy t 6y )Qkt�� fob CtO AC TZ'-U.A.) ;N a- "742�ra��.L�cr Parcel Is In: Land Conservation Agreement Iff No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan &No ❑ Yes Violation Area J1 No ❑ Yes Specific Plan Wo ❑ Yes ❑ Chico ❑ D2N Enterprise Zone INNo ❑ Yes, check use Floodplain JaNo ❑ Yes Zone: No F-1 Yes Watershed Protection Zone Proposed Use Comolies With: It General Plan 11 Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Familv Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: L` ❑ Cohasset Panel Number: 105 ❑ Accessory Building Use I ❑ APPROVED l CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Subdivision Ma •✓ PERMIT CLEARANCE Permit #:—a Date: 7 • �) Genera/Information Rear ' O r Owners Name: ZA, Height Parcel Acreage: t A Owners Address: Building Site Address: Propertylnformat/on Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic #Well ❑ Other Zone District: A ! Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement Iff No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan &No ❑ Yes Violation Area J1 No ❑ Yes Specific Plan Wo ❑ Yes ❑ Chico ❑ D2N Enterprise Zone INNo ❑ Yes, check use Floodplain JaNo ❑ Yes Zone: No F-1 Yes Watershed Protection Zone Proposed Use Comolies With: It General Plan 11 Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Familv Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: L` ❑ Cohasset Panel Number: 105 ❑ Accessory Building Use Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front Side Side street Rear ' O Height t It .R A 4.1. Complete and return the Butte County School Impact fee -certification form. 4.2. Sheriff fees = $360.00. " 5. Sanitation and plot plan approval is required from the. Butte County Environmental Health Department. 6. Submit a Recorded copy of your Agricultural Acknowledgement Statement. 7. Provide the following: 7.1. 433A 7.2. Grant Deed 7.3. Manufactured Home Title 7.4. Check to H.C.D. in the amount of $ If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Plans Examiner Philo Hunt, P.E.. Plan Check Engineer. 2 of 2 t May 14, 2001 Harold Balaz P.O. Box 347 Palermo, CA 95968 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 073-320-022 Building Permit Number: 01-1054 This office reviewed building plans for the permit application referenced above. The plan examiners comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: 1. Please provide 2 copies of a completed Mobile Home Installation Data Sheet. 2. Your parcel map requires a foundation and grading plan designed by a registered Civil Engineer. The foundation plans submitted, besides being illegible, are not done by a registered Civil Engineer. Please provide engineered plans. 3. Your leach fields are shown in a1each field fred' area of the parcel. Please revise the plot plans. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. 'Provide 3 sets of California registered engineer -designed foundation and grading plans. Please be sure to include on the resubmittal the designer's`Wet'stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 2. Provide Manufactured Home data and installation instructions 3. Pay Balance of Building Permit fees in the amount of $830.00 4. Pay impact fees: 1 of 2 DATE: PERMIT #:------------- ASSESSOR PARCEL #: OWNER'S NAME: FEES (Amount and Purpose): REVISED PIAN CHECK: $ BALANCE OF FEES: $ ADDITIONAL FEES: $ REINSPECTION FEE: $ SHERIFF FEE: $ CUA FEE: $ TUA FEE: $ CSA 87 TRAFFIC FEE: $ •2500.00 WATER TENDER FEE: $ 200.00 BATTALION # THERM DRAINAGE FEE $ IF BALANCE OF FEES OR ADDITIONAL VALUATION: VALUATION: $ g 2 ADDITIONAL VAL: $ (Check One) COUNTY CITY OF BIGGS } (Check One) RESIDENTIAL x COMMERCIAL RECEIPT NUMBER: a L4 1 7 l SITE PLAN REVIEW APPLICATION Date: 5 ) l -I — AP# Permit Number (if applicable) 01 — 10 S "1 APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Parcel Size: D I AC_ MME2 sz,A1 OV 'l)-% , C) `7 26 - y-13-7 Nra+zo� t�►a�z 53y-1 Igo 5 X21 2�sT, vi✓ �y� Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other . IN Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel 6 Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORiVIATION (For Staff Use) ❑ Approved ' Z Conditionally Approved ®` Site Plan Stamped Approved By Date f�_-1 y— U Pa0e I of ❑ Resolve Problems Prior to Approval \1 ALL ITEMS CHECKED APPLY TO THE PROPERTY ~ `` Parcel Is In: ® Snow Load Area: •2500 TO 3060 ❑ Land Conservation A& Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: A Y I • Flood Panel No.: ) Dr7no e., Index Date:�— ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------- —----------- 7 ------- =------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoninb Code Streets & Highways Fire Prevention Subdivision Map Front A_)L_ Side 3 Side Street Rear Height Waterway N!A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑„ Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender R. Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q `Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed. of Reference: Legal Access Required E] No El Yes Pareel .Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Cotnpfies with, County Standards for Deed Creation: ❑ No ❑ Yes Comments: FT_ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 10 Subdivision Map/Parcel Map: )ZDV NSO t3 �A L-,,— QJJ CA4 S CU t3 . Map Date of Recording: LI Lot: 2— ❑F-1 Use Permit/Minor Use Permit Permit Number: Book: q Page: Date of Approval: Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of"1988, as'amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and. provides for methods to protect the trees identified to be preserved,- shall be provided to and. approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring A 'inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ® Engineered foundations are required. AL -SO GQJNEIII1 G- f LP1.7S Q\/ A0 eoCYi14'1a�Eyz AC_IqORG 1M� 5 C.ta1J �3 1SSv ❑ Class A roofs are required. Page 4 of 5 % ❑ . ... Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CANly Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 N -d PLANNING DIVISION -BUILDING PLAN APPROVAL Use: 6 �-, Date: S-1 '-I " b Parking: Landscaping: Other: Signature: �' . R AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 r COPY of Document Recorded N- 31 -May -2001 31 -Flay -2001 2001-0022952 Has not been compared with original BUTTE COUNTY RECORDER AGRICXJLTURAL 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, priming, and harvesting which occasionally ge mate 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: TrCl C C- 4, C AOX 073-326—GZZ, Date 5 - 17. O l PROPERTY OWNERS: ' f � 0 (i K,�1 Y-, m RTTE-o F - �r6F—or:6L— L� rn Arrf.c� State of California /- ) ' County of ,5a&r�i-10 ) IL— On ga 17 ZOO before me,�`� z �` V personally appeared or e, L- i rm D I i' Yrra, cD 4 onia ate�r proved to me on the basis of satisfacto evidence) the perso who a mi (s&CS subscribed to the within instrument and acla�owledged to me that helsh ey aecuted the same in h� thei au orpac' ies) and that by his/her ei signatu n the instrument, the rsq (� or the en ' non behaiFof which the rs s executed the l / my P Pe ' instrurkent WITNESS my hand and official seal. } Signature Seal: - SLA. 0UD11K -. Cal rft A.P. # 24.E ORDER NO. BU -173384-3 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILL RANCHES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1983, IN BOOK 91 OF MAPS, AT PAGES) 21 THRU 25. PARCEL !Is A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER RESTIVE DRIVE, PROVENZA DRIVE, APRIL COURT AND ANGELA COURT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILL RANCHES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1983, IN BOOK 91 OF MAPS, AT PAGE(S) 21 THRU 25. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED ABOVE. b. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 200 1 —0022952 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:13AM 31 -May -2001 REC FEE 10.00 CONFORM .00 Alyce Page Iof2 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 occasionaily generate dust, smoke, noise, and odor. Butte County has estabiished 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: er 11 0 1 -Z> C- Y' AOX 0'73-326-0ZZ Date .5- ! ? . O l PROPERTY OWNERS: MAIN K- 'blMAT-1-60 CE0 L. T)) (Y\ Teo _- State of California ) County of sCl�gN9Eyl� ) On I%L 17, Zoog before me, atkl % z personally appeared (leom e, L • imAD Py ,'Yrra. co personally- - au w i4o-me-(er proved to me on the basis of satisfactogersqevidence) o be the perso�whose n (s a subscribed to the within instrument and acknowledged to me that he/sh xecuted the same in I is thei au orize capac' ies) and that by his/her eir signatu�on the instrument, the sj or the entity upon beh of which the pers s) ed, executed the instru ``CC// WITNESS my hand and official seal Signature Seal: PAULA. DUDZIK — COMMUslon # 12' DSM Caarforrtlq A.P. # *COMM fth1a 24,E t L" i . ., ... .... ...i.. . „ ... .., ... r � � _ .. r... _ ,.... .� f _ .. .. t. .... ,iIIJ _ ,.. . ..a.. ii �. 4+..r. v ��� ... a r .a r. .�Mlr..ti-SFw�.. A.~ir :.. ..�. - r<�..., . a ... .a ., . .� � � � .. a p , � .1 .. t. -u ..4,...� e..P .�ai�.w"r� �+I�yrnl�se.AS�'9�^ c�rL'�u�J�e° i __ F f tq a�iCl,'i � 4f�� ,,,;': l� y/�'yy[�• a a' i�:ii:+tti„":;� � '} l •iii .!.�tL3� bb y; ORDER NO. BU -173384-3 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILL RANCHES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1983, IN BOOK 91 OF MAPS, AT-PAGE(S) 21 THRU 25. PARCEi.. %Y s A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER RESTIVE DRIVE, PROVENZA DRIVE, APRIL COURT AND ANGELA COURT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILL RANCHES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE., STATE OF CALIFORNIA, ON APRIL 22, 1983, IN BOOK 91 OF MAPS,�AT PAGE(S) 21 THRU 25. \ i EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED ABOVE. A,P # 07.3-320-0?2. r. Tm(o)MT-mg A N O A- K W O O D C O M P A N Y INSTALLATION MANUAL LAST PRINTED: 7/00 /THIRD PARTY APPROVAL:' O FEDERAL MANUFACTURED Q HOUSING CONSTRUCTION V & SAFFT'! STA,'!(?=..R iS © MAY C, 61996 a � 8 GOLDEN WEST HOMES INSTALLATION MANUAL ROOF DESIGN LOAD ❑ 20 PSF ❑ 30 PSF ❑40 PSF ❑ 60 PSF ❑ 80 PSF WIND DESIGN LOAD 15 PSF CORPORATE OFFICE Manufacturing, Western Region Office 2222 South Dobson Road, Bldg. 3, Suite 302 Mesa, AZ 85202 (602)777-1855 MANUFACTURING LOCATIONS PERRIS DIVISION 3100 N. Perris Blvd. Perris, CA 92571 (909) 657-1611 ALBANY DIVISION 2445 Pacific Blvd. South Albany, OR 97321 (541) 926-8631 TABLE OF CONTENTS I � - Page Forward.................................................................................. 1 Federal Preemption.................................................................... 1 t Preliminary Preparations............................................................ 2 i' Structural Loading Requirements ................................................ 2 v Setting Single Wide or "A" Section of Multi -Wide Home .................. 3 Mating of Additional Sections.of Multi -Wide Homes ........................ 3-4 Utility. Hook Up.......................................................................... 4-7 Final Close up and Inspection..................................................... 7-8 Ventilation of Underfloor Area 7 Ground Cover Vapor Barrier 7 Dryer Ventilation 8 Support Plans, Pier Supports, and Footings ............:.................... 9-10 Foundations.............................................................................. 11 I Open Slatted Decks.................................................................. 11 Site Built Structures................................................................. 11 Site Installed Ground Mounted Evaporative Coolers ....................: 11-12 t Basement Designs ............................ 12 ....................................... Site Installed Gas Range........................................................... 12.1 Support Plan Diagrams: ............................................................. 13-17 Single Wide 13 Double Wide 14 tt Triple Wide — Longitudinal Tag Unit 15 f Triple Wide — Transverse Tag Unit 16 Four Section Home - "T' Model 17 Tables: Tablel Support Schedules (Chassis & Perimeter Support Piers).... 18-23 Table II Ridge Beam Support Schedules .................................. 24-28 Table III Mating Line Bearing Wall Support Schedules ................. 29-31 Drawings and Details: Sheet Support Plans - Outset Floor & Recessed Sidewall .......................... S-5 Support Plans - Porches & Fireplaces ............................................... S-6 Support Plans - Porches & Decks ..................................................... S-7 Pier & Footing Support Details .............................. Floor & Roof Close -Up Details - 3:12 Roof ...................... Roof Close -Up Details - 4:12 Roof .................................................... S-11 Alternate Floor Connection at Mating Line ........................................ S-12 PlumbingDetails................................................................................ S-13 Mechanical Details............................................................. :............... S-14 Electrical Details................................................................................. S-15 Wall & Roof Close-up Details.............................................................. S-16- Wall -16Wall Close -Up Details........................................................................ . S-17 Transverse Tag Interconnection Detail ..................................... S-18 Tag Unit Deck Railing............................................................ S-19 Typical Tiedown Details.; ................................................................... S-20 Longitudinal Tiedown Details.. ................................................. S-21 Roof Close-up Applications - Tag with Standard Gable .................... S-30 Roof Close -Up Applications - Alternate Valley .................................. S-31 Add -On Eave Details......................................................................... S-35 Roof Close -Up Applications - Vent Pipe at Ridge ............................. S-40 Fireplace & Chimney Installation....................................................... S-41 Site Built Garage / Entry - Plan Diagram ........................................... S-50 Site Built Garage Roof Framing ......................................................... S-55 Hinged Roof Close Off Detail............ ............................ ; ............ S-61 Hinged Roof Close Off (Site Instructions) .................................... S-62 Hinged Roof Factory' Installed Notes ....... * .................................. S-63 iv, FORWARD This installation manual contains specific instructions that must be strictly adhered to in order for the home to perform properly.., These installation procedures must be performed by an experienced installer who has carefully read and understands all aspects of the installation instructions. Check with the local regulatory agency at the location where the home will be installed for specific requirements that must be known in order to properly use this manual, i.e. roof load, wind load, soil bearing capacity, etc.. For any questions regarding these instructions please contact your retailer first, who will refer you to the factory if he is unable to offer assistance. FEDERAL PREEMPTION All homes built by Golden West Homes are constructed and inspected to comply with the "Federal Manufactured Home Construction & Safety Standards" (24 CFR Parts 3280 & 3282 respectively) in accordance with the requirements of the U.S. Department of Housing and Urban Development. This standard is more commonly referred to as the "HUD Code". Individual states, counties, and cities shall have no authority to establish standards regarding the construction or safety of a manufactured home which are not identical to the Federal Manufactured Home Construction and Safety Standards. A metal certification label is affixed to each section of home to certify that the home has been constructed and inspected to comply with these Standards. The design plans and in -plant construction of all homes are inspected by independent third party agencies to assure compliance with the Federal Standards. The private company RADCO and the State of Oregon are both approved by H.U.D. to provide such services. Any party that desires further verification may contact Mr. Philip W. Schulte at the Department of Housing and Urban Development (H.U.D.) at (202) 755-7420. Mr. Schulte is the Chief of the Compliance Branch for the Manufactured Housing and Construction Standards Division. 1 I PRELIMINARY PREPARATIONS 1. Check with the park manager (or retailer for a private property set) for the exact location of the home site. 2. Check access to utilities prior to setting up the home. 3. Verify whether or not wheels and detachable hitch are to be removed. 4. For Park sets, park manager must sign for location and note any special instructions regarding the installation of the home. 5. Verify receipt of standard items and set up materials shipped lose with the home per checkout list. 6. The home site must be graded and sloped properly to prevent water accumulation in the area beneath the home. 7. Verify (by inspecting the home's data plate) that the home has been designed and constructed to accommodate the roof and wind load requirements established by the local jurisdiction (see "Structural Loading Requirements" below). STRUCTURAL LOADING REQUIREMENTS The structural installation requirements vary for each climatic zone or region in order to compensate for variances in roof snow loads, wind loads, and soil bearing conditions. The local authority having jurisdiction may place special load requirements for the manufactured home which differ from the H.U.D Standards for a particular region. In all cases, the local authority must be contacted for their specific structural loading requirements. Make sure the manufactured home design meets the specific load requirements at the location where it will be installed. Each home is designed and. constructed to accommodate the roof live load as checked on the first page of this manual, either 20 psf, 30 psf, 40 psf, 60 psf , or 80 psf and a horizontal wind load of 15 psf. The home's "Data Plate" must also have a checkmark next to the appropriate roof and wind loads which should coincide with the loads identified on the first page of the manual. The roof load that is checkmarked on the data plate does not necessarily dictate the required support requirements. Rather, it only indicates the maximum roof load zone that 1the home may be located. All homes must be supported consistent with the local roof load zone where the home is to be set. 2 SETTING SINGLE WIDES OR "A" SECTION OF MULTI-WIDES 1. Tow unit into desired location over firm footing on home site. 2. Remove transportation closure material (weather proof covering and close -off grid work). A. Temporary ridge beam support posts. are to remain in position to maintain ceiling heights during joining of unit sections. B. Make sure that all nails and staples that may prevent the sections from properly joining together are removed. 3. Starting with the open side of the unit, place the first hydraulic jack under the chassis beam just forward of the front axle spring hanger. Allow room for the pier support to be placed next to the front spring hanger. 4. Second jack shall be located under same chassis main beam just behind the rear axle spring hanger. 5. Uniformly lift this side of the unit using both jacks and remove the tires. 6. Locate first two support piers adjacent to the front and rear axle spring hangers. Adjust initial piers as low as possible for easy leveling. Generally, maintaining proper pitch in the drain lines will be the governing factor. 7. Place an additional support pier no greater than 24" from the front and rear end of the home. .8. Lift other chassis main beam and remove the tires (see steps 3 through 5). 9. Place piers directly opposite those placed on open side beam. 10. Evenly space the remaining piers at the required spacing for chassis supports per Table I. Install perimeter support piers per Table I as required. 11. Level the unit from side to side and front to rear by adjusting pier support heights and or shimming. Levelness must be checked using a water level or large carpenter's level, and by observation of passage doors and. cabinet doors for plumb fit. MATING OF ADDITIONAL SECTIONS OF MULTIWIDE HOMES 1. Tow "B" section as close as possible to "A" section. 2. Place jacks under the chassis main beam nearest to the "A" section forward and rear of axle, lifting "B" section approximately 1/2" off the ground. 3. Place a third jack against the outside wheel hub at a 45 ° angle to the ground and jack the "B" section against the "A" section. 4. With the first two jacks still under the main beam at the axles, raise the hitch jack to about 20". The third jack should be set under the outboard side of the hitch at a 45 ° angle. Letting down the hitch jack will allow the entire floor front to slide over to mate with the "A" section floor. 5. With the third jack at the front of the unit, raise the floor beginning at the front crossmember to flush the inside of the front wall and top of the floor. Adjust front and rear alignment of the home sections with hydraulic jacks and using 3 ceiling panel joints as guides. Remove tires and store beneath home if desired. 6. Insert .1/2" bolts through mating angles at outrigger ends starting from the .front crossmember..See detail "D" on drawing S-10. These bolts also serve to electronically bond the chassis. On homes where mating angles are not installed or do not align across the mating line, refer to drawing S-12 for alternate floor connection and bonding instructions. 7. Apply jack pressure under the inside main beam to obtain a flush floor, then set pier supports at required spacing to match the "A" section. Place jacks under outside chassis beam and apply even pressure to bring ceilings together. 8. When all wall joints at the ceiling are aligned, jack the inside to bring the ceilings flush and, starting at the front of the home, secure roof sections together through the ridge beam halves per drawings S-10 and S=11. Note: For 20 psf and 30 psf roof loads, 1/2" diameter bolts or 3/8" diameter lag screws may be used.. For greater roof loads use only 1/2" diameter bolts. Once the ridge beam halves are properly attached, remove the temporary support posting along the mating line. 9. After ceilings are secured, set support piers under outside chassis main beam and remove jacks. At the mating line, set additional piers under ridge beam support posts and bearing walls as shown on the "Carpet Layout and Ridge Beam Field Support Pier" diagram enclosed with this manual. Note: The Carpet Layout and Ridge Beam Field Pier diagram is enclosed as an aid for the installers. For justification of all supports at the mating line refer to pier support Table II and Table 111. 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 floorto to assure that a final level position has been achieved. 11. Repeat above directions for additional sections of home. 12. Close up roof section at mating line(s) of home and other areas as required. Refer to drawings S-10, S-11, S-12, S-16, S-17, S-18 ,S-30 through S-41, and S-61 through S-63. 13.Install tiedown straps & anchors where required. For spacing see the appropriate support plan diagram. For tiedown notes & specifications see drawing S -20. - UTILITY -20. - UTILITY HOOK-UP 1. Install hot and cold water line crossovers, when required, below the floor with approved flex connectors provided by Golden West Homes. See'drawing S- 13 detail "A" or "B". Crossovers shall be the same size as the pipes in the home at the crossover point. n 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"). 3. Install gas line flex connector supplied with the home for crossover when required. See drawing S-13 detail "C". A. Flexible crossover connectors shall be listed for exterior use. B. Crossovers shall be the same size as the piping in the home at the crossover point. C. Crossover connections shall be made by a listed quick disconnect device. Do not use tools on this device. 4. Hook up water line to service. A. Minimum 3/4" water connection required. B. The manufactured home is designed for an inlet water pressure of 80 psi. A pressure reducing valve must be installed and calibrated in areas where the water pressure exceeds 80 psi. C. A master cold water shut-off valve shall be installed in the water supply line adjacent to the home. D. Protection from freezing: If the home is installed in an area subject to freezing temperatures, the exposed section of the water supply piping, shut-off valve, and pressure reducer must be protected. The most effective means of accomplishing this is by the use of a thermostatically controlled heat tape. For this purpose, all homes are equipped at the factory with an electrical receptacle outlet under the home in the vicinity of the water supply inlet. Note: The heat tape used must be listed by a nationally recognized testing laboratory for use with manufactured homes, and installed in accordance with the manufacturer's instructions. In mild climates subject to only occasional below freezing temperatures, an alternative is to wrap exposed sections of the water supply piping with insulation, loosely taped to prevent excessive compression. E. To drain water lines, remove cap from drain location, open faucets and apply air pressure until all water is removed from the system. 5. Hook Up Gas Line To Service A. Use a gas supply connector listed for manufactured homes and rated according to the label attached to the home at the gas supply connection. B. The gas piping supply system is designed for a maximum pressure of 14" water column (1/2 psi) and not less than 7" water column (1/4 psi). 5 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". 7. Complete electrical hook up and installation of light fixtures shipped loose for interior and exterior of home prior to turning on service. Warning: Do not turn on breaker to water heater until tank is full of water. 8. Complete electrical crossover(s) at mating line between floor sections. Each crossover will consist of a length of 1/2" flex conduit with conductors on one floor section and a junction box with cover plate on the other floor section (see drawing S-15 detail "A". All splice connections shall be made with wire nuts. Always replace cover before turning power on. 9. Complete electrical hook up from manufactured home to service. For 100 amp service or larger, 4 splice connections are required in the junction box (see drawing S-15 detail "B"). Connectors at the junction box shall be split bolt, sleeve type, or other approved connectors. See table below for minimum wire and conduit sizes. Service Al Conductor Al Neutral Al Ground Conduit 100 amp No. 1 THW No. 1 THW No. 6 THW 1 1/2" . 125 amp No. 2/0 THW No. 1/0 THW No. 4 THW 1 1/2" 150 amp No. 3/0 THW No. 1/0 THW No. 4 THW 2" 200 amp No. 4/0. THW No. 2/0 THW I 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 3/4" 11. Hook up duct crossover(s) beneath home for down flow heating systems. See drawing S-14 and model specific heat duct diagram shipped with the home. 0 12. After completing all utility hook ups to service, perform the following tests: A. Electrical function test. B. Water pressure test. C. Flood test (plumbing drain system). D. Gas test. E. Appliance function test. 13. Floor undersheathina (bottom board): The sheathing covering the bottom of the home is special material that is either vinyl coated or asphalt impregnated to protect against moisture, rodents, and unconditioned air. This sheathing was inspected and intact at the factory, but may have been damaged in transit or during set up. If a large hole is found and the material is vinyl coated, use a patch of the same material, tacking to the nearest floor joists, and seal the edges with tape to retain air tightness. Small holes may be sealed with tape alone. If the material is asphalt impregnated board, use a patch of the same material with a bead of adhesive around the contact edges to make an air tight seal. Tack to the nearest floor joists, or use divergent staples. Your retailer can provide material and information, or can arrange for repairs. Wrap all P -traps exposed below the floor with insulation, then wrap the bottom board material and tape all seams. FINAL CLOSE UP AND INSPECTION 1. Ventilation of Under Floor Area: The underfloor area must be ventilated to minimize condensation beneath the home. A ' minimum of 4 ventilation openings shall be provided from the underfloor space to the exterior. The combined openings shall have a net area equal to at least one square foot for every 150 square feet of floor area. Place the required openings as equally distributed as possible along the length of at least two opposite sides, with openings located close to corners to provide cross ventilation. 2. Moisture Control of Underfloor Area: A vapor retarding ground cover of (6) mil black polyethylene material or other equivalent membrane must,, be used to prevent ground moisture from entering the home. 3. Install ship loose parts to finish close off for exterior. See drawings S-16 and S-17. 4. Remove detachable hitch and store beneath home. 5. Install the ceiling beam molding and all other necessary molding to complete the interior trim. 6. Using the enclosed "Carpet Layout' drawing, 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. It is imperative that carpet piecing is performed according to the enclosed layout since the total carpet usage is supplied based on this drawing. r� 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. 9. Check the following during final walk through inspection: A. All drawers and doors for proper alignment and fit. B. Floor tile, counter tops, marble, fiberglass, paneling, exterior finish, and roof for acceptable condition. C. Plumbing and electrical hook ups. Note: Golden West Homes provides for a "Golden Touch .Customer Delivery and Acceptance Inspection" conducted with the retail owner by a representative of the selling retailer. 0 SUPPORT PLANS, PIER SUPPORTS, AND FOOTINGS In order to properly set up and install the manufactured home according to the pier support plans and schedules, the following information must be known in advance: 1. Roof Load Zone: The local roof load where the home will be installed is typically either 20 psf, 30 psf, 40 psf, 60 psf or 80 psf. Note that 20 psf is often referred to as "South Zone" and 30 psf can be referred to as "Middle Zone". Check with the local building authority to determine the required roof load at the home site. 2. Soil Bearing Capacity: The pier support schedules are based on soil bearing capacities of either 1000 psf, 1500 psf, or 2000 psf. Refer to soils report or check with the local building authority for the proper soil bearing capacity to use with the support tables. 3. Home Size Specifications: The floor width.of each home section will either be 9'-10" (10 Wide), 11'-10" (12 Wide), 12'-8" (14 Wide), or 13'-6" (14 Wide). The eave lengths will vary from 0" minimum to 16" maximum. CHASSIS & PERIMETER SUPPORTS Refer to the appropriate "Support Plan" diagram (single wide, double wide, triple wide, etc.) for a plan view of the generic support requirements. Then, with the information from items 1 through 3 above, enter Table I to determine the required pier capacity and footing pad size for chassis and perimeter supports based on the pier spacing you desire to use (either 4', 6', or 8' spacing). If the required capacity or footing area is greater than the rating of you pier or pad, you must either decrease the pier spacing or use multiple piers and or pads with a combined capacity to meet the requirement. Refer to drawing S-8 for pier and footing support details. Typically, perimeter supports are not required for 20 psf roof loads. However, perimeter supports are required for all roof loads at each side of all door and other openings in the sidewall that are greater than 48" as shown on the support plan diagrams. Perimeter supports are not required where the home is installed on and supported by a foundation system that has a continuous perimeter wall and footing capable of transmitting the design loads to the soil (see "Foundations") SPECIAL SUPPORTS - PORCH COLUMNS, POP -OUT FLOORS, ETC. Pier supports are required at outset or pop -out floors, porch column posts, and outset fire place locations as shown on drawings S-5, S-6, & S-7. 9 A FOOTINGS Footings shall be placed level on firm, undisturbed soil or on controlled fill which is free; of grass and organic materials, with a minimum soil bearing capacity of 1000 psf. -In areas where the ground is subject to freezing, footings shall be placed to extend below -frost line according to local jurisdiction requirements. CONTINUOUS FOOTINGS ' If continuous footings are used (see S-8 detail "E"), the only information necessary from Table I is. the pier capacity and spacing required. Disregard the required footing area. By limiting the pier load over continuous footings to 5200# for 1.000 psf soil and 6000# for 1500 psf and 2000 psf soil, the required footing area has been accounted for. Note: The 5200# and 6000# limitations refer to both individual pier loads and to the combined load of multiple piers. RIDGE BEAM & MATING LINE BEARING WALL SUPPORTS Tables II and III are used for the support requirements at the mating line between two floor sections. Since the location and capacity requirements for these supports vary with each particular floor plan, a separate drawing 'titled "Carpet Layout and Ridge Beam Field Support Piers" is enclosed with each installation manual. This drawing shows the location, pier capacity, and footing pad size requirements for all supports at the mating line. Note: For justification of mating line supports as shown on the "Carpet Layout and Ridge Beam Field Support Piers" diagram, refer your local authority or building inspector to Table II and Table III of this manual. The "Carpet Layout and Ridge Beam Field Support Piers" diagram is intended only to be used as an aid for the home installer. UNDER FLOOR CLEARANCE AND HEIGHT RESTRICTIONS A minimum ground clearance of 12" shall be maintained beneath the lowest member of the chassis main frame (I beam). Where the home is installed on a basement or split level type foundation or when more than 25% of the area of the home is. installed so the bottom of the main frame members are more than 36" above the ground level, the foundation system shall be designed by a licensed professional engineer or architect and the installation approved by the authority having jurisdiction.' . 10 FOUNDATIONS The support system(s) shown in this manual . (piers, .footings, and anchoring devices) comprise the minimum structural requirements for supporting the home to resist the total design loads as indicated herein. Where homes are installed on permanent foundations or other alternative support systems, such methods shall meet the requirements of the local building authority and when required be certified by a registered professional engineer or architect. The tiedowns as shown in this manual are not required where. a permanent or alternative support foundation system is used that has been designed to resist local wind loads, is certified by a registered professional engineer or architect, and is`approved by the local authority having jurisdiction. OPEN SLATTED DECKS AT PORCHES AND RECESSED ENTRIES Where open slatted deck boards are used at recessed entries and porches, provisions .must be made to ensure water is not permitted to drain into the area under the conditioned portion of the home. Any perimeter type skirting or foundation wall should be installed to follow the exterior wall of the home and permit the area beneath the porch to drain water away from the home. SITE BUILT STRUCTURES ADJACENT TO MANUFACTURED HOME It is permissible to construct a site built structure (garage, porch, awning, etc.) adjacent to the manufactured home provided' the attached structure is - self supported (freestanding) and does not rely on the manufactured home for support. In addition, it is acceptable to extend the garage or porch gable fill roof framing over and onto the.manufactured home. roof as long as the gable framing is designed and constructed to distribute . roof loads uniforml 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 t SITE INSTALLED GROUND MOUNTED EVAPORATIVE (SWAMP COOLERS) CONTINUED FROM PAGE 11. i 't • 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 ANY PROBLEMS ASSOCIATED WITH FLOORS IF THE MAIN BEAM SUPPORTS ARE SPACED MORE THAN 12' ON CENTER. Marriage wall columns on each side of openings must be supported according to the design load criteria shown in tables II & III in this manual. This home's electrical, mechanical and plumbing systems shall not be tapped into or altered in any way, nor shall the floor framing and chassis system be cut or altered in any way. Stair construction at basements must comply with the UBC and local codes for widths, clearances, headroom, landings, fire protection, fire separation, smoke detectors, egress requirements etc. Stairs shall be independently supported and shall not rely on the manufactured home for support. Guardrails and handrails at the basement access location shall be installed on site and shall be in accordance with the UBC and all applicable local codes. I 12 INSTRUCTIONS FOR SITE INSTALLED GAS COOKING RANGE I. FACTORY PREPARATION (BY GOLDEN WEST HOMES) Golden West Homes will provide a space for the future installation of a cooking range. The metal hood and cabinet protection required by 3280.204(a) of the HUD Standards and the flame spread and fire protection requirements for surfaces adjacent to the range per 3280.203 shall be installed in the factory. A gas riser will be installed at the range space and capped off to accommodate the future installation of the range. A tag shall be placed next to the riser indicating the size and maximum BTU rating of the gas line. II. SITE INSTALLATION INSTRUCTIONS The range shall be installed in the space provided in accordance with the range manufacturer's installation instructions. The BTU input requirement for the range may not exceed the rating indicated on the tag placed by Golden West Homes. After the range is installed, and with the shut-off valve open, the gas piping system shall be pressurized to 1/2 psi. (8 oz.) and the appliance connections tested for leakage using soapy water or bubble solution. 12.1 II' -0" TYPICAL TIEDOU.N SPACING I I I T 1--CHASS79MAIN BEAMS (TYPICAL) pm OPENING TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEUTALL FOR ALL ROOF LOADS. (SEE NOTE 1) 2'-0" MAX. (TYP.) 24" MAX (TYPJ NOTES: 1. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: �a QQFESSlO,yq� F = CHASSIS SUPPORTS PER "TABLE I SUPPORT SCHEDULE". S�kQ ��OSEPHF icy QQ l� FFy = PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. O = TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 C042077 Exp. 3-31-2004 CIVIL sjgT OF CALIFO�a\P 13 I ri II' -0" TYPICAL (6'-0" FOR 6112 ROOF) TYPICAL PERIMETER SUPPORTS (NOT - REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED --y AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) k-2'-0° MAX. (TYPJ T 24" MAX. (TYPJ vvrr%jn 1 rL/'MIV - UVUDLG YYIUC JA NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 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: �Q QROFESSIO,yq CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". S��Q ��OSEPyF = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. _ RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C04 077 m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ®_ MATING LINE BEARING WALL PIER SUPPORTS Exp. 3-3 -2004 PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL 1 = TYPICAL TIE -DOWN PER SHEETS S-20 8 S-21 s'g1EOFCAIIFORN�� 14 ii :r L p 3 ff in TYPICAL PERIMETER SUPPORTS (NOT — REQUIRED FOR I 20 PSF ROOFS) c T T II' -0" TYPICAL TIEDOILN SPACING CHASSIS -MAIN BE (TYPICAL) MATING LINE RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN MATING LINE BEARING WALLS ABOVE (TYPICAL) MATING LINE RIDGE BM. CLEAR SPAN CHASSIS MAIN BEAMS (TYPICAL) I � I T DI AAI _ TQIDI G Win= — RIDGE 1C-2'-0" MAX. (TYP.) T 24" MAX. (TTP.) PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) CRICKET RIDGE SLOPE OF ROOF- LONGITUDINAL OOFLONGITUDINAL T, 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 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 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: D QROFESSIONq CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". \���Q �OSEPyF PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m - REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. Ex�1-2004 ®, MATING LINE BEARING WALL PIER SUPPORTS PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 sT4jEOFCAIIFO'N 1 15 la E TYPICAL PERIMETER II' -0" TYPICAL V-0" MAX. SUPPORTS NOT TIEDOWN SPA Yr.) F REQUIRED FOR 20 PSF ROOFS) MATING LINE BEARING — WALL ABOVE (TYPICAL) CHASSIS MAIN BEAMS (TYPICAL ►moi CHASSIS MAIN I BEAMS (TYPICAJ CHASSIS MAIN (TYPICAL) MATING LINE RIDGE BEAM CLEAR SPAN X RIDGE BE CLEAR SPAN PERIMETER BLOCKING REQUIRED - AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) MATING LINE - ---a- - rI'� r IL PIERS AT EACH END OF MAIN 30000 PIER/PAD • 20 P5F BEAM ON TAG UNIT ONLY: I 50000 PIER/PAD • 30 PSF 50000 PIER/PAD • 20 PSF 80000 PIER/PAD • 40 PSF 25000 PIER/PAD • 30 1 40 PSF I 80000 PIER/PAD • 60 PSF 25000 PIER/PAD • 60 4 80 PSF 10000• PIER/PAD • 80 PSF 4 (MID -LENGTH) OF TAG 21'-0" MAXIMUM TAG LENGTH TYPICAL AT ALL (4) CORNERS: 40000 PIER/PAD • 30 PSF 6000• PIER/PAD • 40 PSF 6000• PIER/PAD • 60 PSF 80000 PIER/PAD • 80 PSF (NONE REQUIRED • 20 PSF) RIDGE RIDGE SLOPE OF ROOFF TRANSVERSE TAG 24" MAX. (TYP.) ROOF DIAGRAM TRANSVERSE TAG (SUPPORT PLAN - TRIPLE WIDE - TRANSVERSE TAG UNIT -Al NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 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: QROFESSIOpq� F CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". S��Q�10SEP/y y�y Q� Q� = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. _ RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE 077 m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _ MATING LINE BEARING WALL PIER SUPPORTS Exp. 3-31-2004 ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL 1 = TYPICAL TIE -DOWN PER SHEETS S-20 & S-21. sjgtEOFCALO R�\P QN NOTE: i EACH DOUBLE WIDE SECTION OF "T" MODEL MUST BE INDIVIDUALLY SUPPORTED PER THE "SUPPORT PLAN FOR DOUBLE WIDES" INSTRUCTIONS. HOWEVER, TIEDOLLN ANCHORS ARE NOT REQUIRED AT THE MATING LINE BETWEEN THE TWO DOUBLE WIDE SECTIONS AS SHOWN BELOW. TYPICAL PERIMETER V-0" MA?S�V SUPPORTS (NOT (TYP.) REQUIRED FOR 10 PSF ROOFS)) 1 1 1 T UNIT WIDTH UNIT WIDTH 13'-6" MAXIMUM 13'-6" MAXIMUM I I PERIMETER BLOCKING REQUIRED jt AT EACH SIDE OF DOOR OR OTHER Q OPENINGS OVER 48" IN SIDEWALL FOR i n ALL ROOF LOADS. (SEE NOTE 3) :T 8 C NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 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: Q?,Of ss/0,yq� F = CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". \S1`�Q SOSEP/y = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. O RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m - REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _ MATING LINE BEARING WALL PIER SUPPORTS p.'3' -►31-2004 U` ® PER :'TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. sT CIVIL �P TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 OFCAO F0 17 MEN NEW MEN MEN T—CHASSTSMAIN r L MATING LINE BEARING BEAMS WALL ABOVE (TYPICAL) � MEN B NEW MATING LINE - - -m-- - - J r RIDGE BM CLEAR SPAN RIDGE BM CLEAR SPANMEN r ZZ X 3 E CHASSIS MAIN BEAMS (TYPICAL) Q F MEN W U N N MEN OPENINGma m low L I Q Q U . ml lu II' -0" TYPICAL t] TIEDOLLN SPACING �I PERIMETER BLOCKING REQUIRED jt AT EACH SIDE OF DOOR OR OTHER Q OPENINGS OVER 48" IN SIDEWALL FOR i n ALL ROOF LOADS. (SEE NOTE 3) :T 8 C NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 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: Q?,Of ss/0,yq� F = CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". \S1`�Q SOSEP/y = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. O RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m - REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _ MATING LINE BEARING WALL PIER SUPPORTS p.'3' -►31-2004 U` ® PER :'TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. sT CIVIL �P TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 OFCAO F0 17 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1820 262 2148 310 2424 349 1000 PSF 6•-0•• CHASSIS 2730 393 3222 464 3636 524 8'_0^ CHASSIS 3640 525 4296 619 4848 698 4'-0" CHASSIS 1820 175 2148 207 2424 233 1500 PSF 6'-0' CHASSIS 2730 262 3222 310 3636 349 8'-0" CHASSIS 3640 395 4296 413 4848 466 4'-0" CHASSIS 1820 144 2148 155 2424 175 2000 PSF 6'-0•• CHASSIS 2730 197 3222 232 3636 263 8'-0" CHASSIS 3640 263 4296 310 4848 349 TABLE 1 SUPPORT SCHEDULE - 20 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1980 286 2308 333 2584 372 1000 PSF 6'-0•• CHASSIS 2970 428 3462 499 3876 559 8'-0" CHASSIS 3960 571 4616 665 5168 745 4'-0" CHASSIS 1980 190 2308 222 2584 248 1500 PSF 6•-0•• CHASSIS 2970 286 3462 333 3876 372 8'-0" CHASSIS 3960 381 4616 444 5168 497 4'-0" CHASSIS 1980 144 2308 167 2584 186 2000 PSF 6•-0•• CHASSIS 2970 214 3462 250 3876 279 CHASSIS 3960 286 4616 333 5168 372 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. pQFESSIONq� �`�4 Q`!` SOSEP/y 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 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 2077 cY10fZ�o 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2004 CIVIL srgTE OF CAL0��\� 18 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 _ 1244 180 1420 206 4' 0" PERIMETER .988 143 1148 166 1280 186 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6'-0" PERIMETER 1482 214 1722 248 1920 278 CHASSIS 2064 .298 2488 359 2840 410 8'-0" PERIMETER 1976 285 2296 331 2560 370 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'-0,. PERIMETER 1482 144 1722 166 1920 185 CHASSIS 2064 198 2488 239 2840 273 8'-0" PERIMETER 1976 190 2296 220 2560 246 CHASSIS 1032 144 1244 144 1420 144 4'-0' PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0" PERIMETER 1482 144 •• 1722 144 1920 144 CHASSIS 2064 149 2488 180 2840 205 8'-0" rPEIMETER 1976 144 2296 166 2560 185 NOTES:QSOSEPyF��y�F9 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. VVFESSIO,yA� F O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. C042077' CZ+'Y—(� l� 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3- 1.2004 CIVIL srgTE OF CALIF4�N\P IM TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 1200 173 1360 196 1496 216 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6'-0" 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 4'-0" PERIMETER 1200 144 1360 144 1496 144 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'-0" PERIMETER 1800 173 2040 196 2244 216 CHASSIS 2064 198 2488 239 2840 273 8'-0" PERIMETER 2400 231 2720 262 2992 288 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 1200 144 1360 144 1496 144 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0" PERIMETER 1800 144 2040 147 2244 162 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 2400 173 2720 196 2992 216 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. QLkofESSIONgl �5�DOSEPy16<> `9 O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. * 77� 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. -31-2004 CIVIL Sr9If OF CALIFO��\� 20 TABLE I SUPPORT SCHEDULE - 40 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL '' REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION I CAPACITY AREA CAPACITY AREA CAPACITY AREA } 4'-0" CHASSIS 1032 149 1242 179 1418 204 i PERIMETER 1450 209 1650 238 1817 262 1000 PSF CHASSIS 1548 223 1863 268 2126 306 PERIMETER 2175 313 2475 356 2725 392 CHASSIS 2064 297 2484 358 2835 408 8'-0" PERIMETER 2899 418 3299 475 3633 523 CHASSIS 1032 144 1242 144 1418 144 s.4, 0„ PERIMETER 1450 144 1650 158 1817 174 CHASSIS 1548 149 1863 179 2126 204 1500 PSF 6'-0" PERIMETER 2175 209 2475 238 2725 262 CHASSIS 2064 198 2484 238 2835 272 PERIMETER 2899 278 3299 317 3633 349 CHASSIS 1032 144 1242 144 1418 144 4'-0" PERIMETER 1450 144 1650 144 1817 144 2000 PSF 6'-0' CHASSIS 1548 144 1863 144 2126 153 PERIMETER 2175 157 2475 178 2725 196 CHASSIS 2064 149 2484 179 2835 204 8'-0" PERIMETER 2899 209 3299 238 3633 262 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. QROFESSIO,yq/ F ��1 ���OSEP/yFj�yF �P �p F9 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR' THE LARGER FLOOR SECTION WIDTH. NO. C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 004 A 4CIVIL srgTF 0 CALIFOR�\� 21 TABLE I SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CAPACITY 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 PSF 6'-0" PERIMETER 3024 436 3450 497 3800 548 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 4032 581 4600 663 5000 720 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2016 194 2300 221 2500 240 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'- 0 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 .144 2130 154 2000 PSF 6'- 0 PERIMETER 3024 218 3450 249 3800 274 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 4032 291 4600 332 5000 360 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �Q�O QROFESSIO,yA� F S�P�� �OSEPyF�1y`F9 O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. - 1-2004 CIVIL OFCWL 'F J N\P 22 TABLE I SUPPORT SCHEDULE - 80 PSF ROOF LOAD = 16" MAX. EAVE G I 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING I CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 2500 .360 2880 415 3184 460 CHASSIS 1548 223 1866 259 2130 308 1000 PSF 6' 0" PERIMETER 3775 554 4320 622 4776 690 CHASSIS 2064 298 2488 359 2840 410 .8,-0" _. PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 240 2880 277 3184 306 ' CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'-0" PERIMETER 3775 363 4320 415 4776 460 CHASSIS 2064 198 2488 239 2840 P73 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" r PERIMETER 2500 180 2880 208 3184 230 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0" PERIMETER 3775 272 4320 311 4776 344 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. pAOFESSIOpgT F SOSEPyF��yFF9 O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. I NO. * C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 1-20 4 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" O/C. CIVIL slgTf OF CALIFO�N\P 23 C F 0 f 3 TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3--0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD I SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY IPSF) 2000 2500 4000 5000 6000 8000 10' WIDE MAXIMUM SPAN (FEET) REQUIRED FOAREIA G SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" X 13'-0" A 13'-0" i 16'-0" 360 RIDGE BEAM RIDGE BEAM RIDGE BEAM 240 SUPPORT "A" SUPPORT "B" SUPPORT "C" N1 25'-6" 576 25'-6" BEARING WALL 25'-6" SPAN FOR SUPPORT "B" 32'-0" 720 in 480 • 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) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD I SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY IPSF) 2000 2500 4000 5000 6000 8000 10' WIDE MAXIMUM SPAN (FEET) REQUIRED FOAREIA G 13'-0" 288 13'-0" 192 13'-0" 144 16'-0" 360 16'-0" 240 16'-0" 180 25'-6" 576 25'-6" 384 25'-6" 288 32'-0" 720 32'-0" 480 32'-0" 360 38'-6" 864 38'-6" 576 38'-6" 432 12' WIDE MAXIMUM SPAN (FEET) REQUIRED FQAREIAG 10'-6" 288 10'-6" 192 10'-6" 144 13'-0" 360 13'-0" 240 13'-0" 180 21'-6" 576 21'-6" 384 21'-6" 288 26'-6" 720 26'-6" 480 26'-6" 360 32'-0" 864 32'-0" 576 32'-0" 432 43'-0" 1152 43'-0" 768 43'-0" 576 14' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIA G 9'-6" 288 9'-6" 192 9'-6" 144 12'-0" 360 12'-0" 240 12--0-- 180 19'-0" 576 19'-0" 384 19'-0" 288 24'-0" 720 24'-0" 480 24'-0" 360 28'-6" 864 28'-6" 576 28'-6" 432 37'-6" 1152 37'-6" 768 37'-6" 576 24 QROFESSIOpA� NOTES: \S� Q� DOSE Py F� C/yF �0 F9 1. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING LINEUP FOR 20 PSF ROOF LOADS. NO. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 3. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL. USE THE TABULATED Exp. 3-31-20 4 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1.s+T CIVIL ATE OF CALIFrj 24 TABLE .II RIDGE BEAM SUPPORTS - 30 PSF. ROOF LOAD EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING 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) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. Q%OFESSIONq� — 6� F P� sOSEPy F�j yFF SPAN FOR SUPPORT "A" SPAN FOR SUPPORT 'C" X 10' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 12' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 14' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 2000 1000 L 288 8'-0" - BEARING RIDGE BEAM RIDGE BEAM 1500 9'-6" 192 8'-0" 192 7'-0" WALL SUPPORT "A" SUPPORT "C" in TBEARING 12'-0" 360 WALL MATING RIDGE BEAM E SUPPORT PER LINE SUPPORT "B" - TABLE 111. 240 0 240 SPAN FOR SUPPORT "B" 240 2000 • 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) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 25 Q%OFESSIONq� TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD 6� F P� sOSEPy F�j yFF SUPPORT CAPACITY (POUNDS) SOIL BEARING. CAPACITY (PSF) 10' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 12' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 14' WIDE MAXIMUM REQUIRED SPAN FOOTING (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 1000 12'-0" 360 10'-0" 360 9'-0" 360 2500 1500 12'-0" 240 10'-0" 240 9'-0" 240 2000 12'-0" 180 10'-0" 180 9'-0" 180 1000 19'-6" 576 16'-0" 576 14'-0" 576 4000 1500 19'-6" 384 16'-0" 384 14'-0" 384 2000 19'-6" 288 16'-0" 288 14'-0" 288 1000 24'-0" 720 20'-0" 720 17'-6" 720 5000 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 25 Q%OFESSIONq� NOTES:Q�S�k 6� F P� sOSEPy F�j yFF 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. O 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 C 2071 VALUES FOR THE, LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. -31-2004 CIVIL sr�jE OF CALIFO��\� 25 X TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD i 1=XAMPLE DIAGRAM - 3 RIDGE BEAM RIDGE BEAM WALL D 3 .n BEARING WALL MATING RIDGE BEAM i SUPPORT PER LINE SUPPORT "B" • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN W-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) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD SUPPORT CAPACITY (POUNDS) SOIL 10' WIDE 12' WIDE BEARING MAXIMUM REQUIRED MAXIMUM REQUIRED CAPACITY SPAN FOOTING SPAN FOOTING (PSF) (FEET) AREA (FEET) AREA 14' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 1000 5'-6" 288 5'-6" 288 5'-6" 288 2000 1500 5'-6" 192 5'-6" 192 5'-6" 192 1000 11'-0" 576 11'-0" 576 11'-0" 576 4000 1500 11'-0" 384 11'-0" 384 11'-0" 384 1000 17'-0" 864 17'-0" 864 17'-0" 864 6000 1500 17'-0" 576 17'-0" 576 17'-0" 576 1000 23'-0" 1152 23'-0" 1152 23'-0" 1152 8000 1500 23'-0" 768 23'-0" 768 23'-0" 768 1000 28'-6" 1440 28'-6" 1440 28'-6" 1440 10000 1500 28'-6" 960 28'-6" 960 28'-6" 960 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. QAOFESSIOpA� F ��`k �� joSEPyF��yF�9 0 2. UNIT WIDTHS 10' WIDE. 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. C042077 * 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. E.p. 3=31-2004 CIVIL slgjE OF CALIFO��\P X SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "G" i - BEARING RIDGE BEAM RIDGE BEAM WALL SUPPORT "A" SUPPORT .n BEARING WALL MATING RIDGE BEAM i SUPPORT PER LINE SUPPORT "B" TABLE III. � SPAN FOR SUPPORT "B.. in 26 i I TABLE II RIDGE BEAM SUPPORTS — 60 ' PSF - ROOF LOAD 3 C t a c f 2 EXAMPLE DIAGRAM VQFESS10,y�� F NOTES: �S�`<P� �OSEPy��GyFir 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. Q �p 9 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 TABULATEDC042077' VALUES FOR !THE LARGER FLOOR SECTION WIDTH.%^YY 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3.31-2004 CIVIL sTgTfOF CALIFO���� 27 F SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" X • 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) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. Q F SOIL BEARING CAPACITY (PSF) 10' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 12' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA BEARING RIDGE BEAM RIDGE BEAM 1000 WALL SUPPORT "A" SUPPORT "C" 4'-6" 288 ——— — 288 2000 BEARING WALL MATING RIDGE BEAM i SUPPORT PER LINE SUPPORT "B" 4'-0" TABLE III. 2000 ' SPAN FOR SUPPORT "B" B ' 4'-0" VQFESS10,y�� F NOTES: �S�`<P� �OSEPy��GyFir 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. Q �p 9 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 TABULATEDC042077' VALUES FOR !THE LARGER FLOOR SECTION WIDTH.%^YY 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3.31-2004 CIVIL sTgTfOF CALIFO���� 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) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD SUPPORT CAPACITY (POUNDS) SOIL BEARING CAPACITY (PSF) 10' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 12' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 14' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 1000 5'-4" 288 4'-6" 288 4'-0" 288 2000 1500 5'-4" - 192 4'-6" 192 4'-0" 192 2000 5'-4" 144 4'-6" 144 4'-0" 144 4000 1000 10'-8" 576 9'-0" 576 8'-0" 576 1500 10'-8" 384 9'-0" 384 8'-0" 384 2000 10'-8" 288 91-01, 288 8' 0" 288 - 6000 1000 16'-0" 864 13'-6" 864 12'-0" 864 1500 16'-0" 576 13'-6" 576 12'-0" 576 2000 16'-0" 432 13'-6" 432 12'-0" 432 1000 21'-4" 1152 18'-0" 1152 16'-0" 1152 8000 1500 2V-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 24'-0" 1728 12000 1500 32'-0" 1152 27'-0" 1152 24'-0" 1152 2000 32'-0" 864 27'-0" 864 24'-0" 864 VQFESS10,y�� F NOTES: �S�`<P� �OSEPy��GyFir 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. Q �p 9 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 TABULATEDC042077' VALUES FOR !THE LARGER FLOOR SECTION WIDTH.%^YY 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3.31-2004 CIVIL sTgTfOF CALIFO���� 27 C TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD EXAMPLE DIAGRAM X A SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" REQUIRED FOOTING AREA 8'-5" i 8'-5" 384 -PTABLEIII. BEARING RIDGE BEAM RIDGE BEAM 864 WALL SUPPORT "A" SUPPORT "C" ir1 432 17'-0" 1152 17'-0" 768 17' 0" 576 ING WALL MATING RIDGE BEAM LORT PER LINE SUPPORT "B" 720 25'-4" 1728 25'-4" 1152 SPAN FOR SUPPORT "B" R1 • 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) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE 11 RIDGE BEAM SUPPORTS — 80 PSF ROOF LOAD I SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 4000 8000 12000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 8'-5" 576 8'-5" 384 8'-5" 288 12'-8" 864 12'-8" 576 12'-8" 432 17'-0" 1152 17'-0" 768 17' 0" 576 21'-0" 1440 21'-0" 960 21'-0" 720 25'-4" 1728 25'-4" 1152 25'-4" 864 12' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIA G 7'-0" 576 7'-0" 384 7'-0" 288 10'-8" 864 10'-8" 576 10'-8" 432 14'-0" 1152 14'-0" 768 14'-0" 576 17'-9" 1440 17'-9" 960 17'-9" 720 21'-4" 1728 21'-4" 1152 21'-4" 864 14' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIAG 6'-3" 576 6'-3" 384 6'-3" 288 9'-4" 864 9'-4" 576 9'-4" 432 12'-6" 1152 12'-6" 768 12'-6" 576 15'-6" 1440 15'-6" 960 15'-6" 720 18' 6" 1728 18'-6" 1152 18'-6" 864 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ` 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. pROFESslo 4, SOSEPyIF OF NO. C042077 Exp. - 1-20 4 sr cIv(1 \f OF CALI TABLE ,'III - SUPPORTS AT MATING LINE BEARING WALL - 30 PSF ROOF LOAD EXAMPLE DIArsRAM 3 MATING LINE `fl in pxx CLEAR SPAN CLEAR 3 Q SPAN tMATING LINE BEARING WALLS 49 in LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE II. "L"= SUPPORT SPACING PER TABLE III BELOW. . MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD I SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 2000 2500 4000 5000 6000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE SUPPORT S(FEET)G REQUIRED FOREIA G 4'-6" 288 4'-6" 192 C-6" 144 6'-0" 360 6'-0" 240 6'-0" 180 9'-6" 576 9'-6" 384 9'-6" 288 12'-0" 720 12'-0" 480 12'-0" 360 14'-0" 864 14'-0" 576 14'-0" '432 12' WIDE SUPPORT S FEE NG REQUIRED FOOTING AREA 4'-0" 288 4'-0" 192 4'-0" 144 5'-0" 360 5'-0" 240 5'-0" 180 8'-0" 576 8'-0" 384 8' 0" 288 10'-0" 720 10'-0" 480 10'-0" 360 12'-0" 864 12'-0" 576 12'-0" 432 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FORT THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 29 14' WIDE SUPPORT S (FEET) REQUIRED OE FO REIA G 3'-6" 288 3'-6" 192 3'-6" 144 4'-6'" 360 4'-6" 240 4'-6" 180 7'-0" 576 7'-0" 384 7'-0" 288 9'-0" 720 9'-0" 480 9'-0" 360 10'-6" 864 10'-6" 576 10'-6" 432 ?RQfESSIOpg7 ��IOSEPy�Fdcy DOFF NO. C042077 Exp. 3-31-2004 vll TfOF CAII TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS C r- r_� I� c EXAMPLE DIAGRAM LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE It. "L." = SUPPORT SPACING PER TABLE III BELOW. • MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. TABLE III MATING LINE WALL SUPPORTS — 40 PSF ROOF Q � MATING LINE �9 BEARING in (POUNDS) CAPACITY (PSF) X Q CLEAR SPAN CLEAR SPAN MATING LINE BEARING WALLS 1000 in 4000 LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE It. "L." = SUPPORT SPACING PER TABLE III BELOW. • MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. TABLE III MATING LINE WALL SUPPORTS — 40 PSF ROOF SOIL 10', 12', 14' WIDE SUPPORT CAPACITY BEARING SUPPORT REQUIRED (POUNDS) CAPACITY (PSF) SPACING FOOTING FEIN 1000 5'-0" 504 4000 1500 5'-0" 336 1000 7'-0" 706 5000 1500 7'-0" 470 1000 8'-0" 806 6000 1500 8'-0" 540 1000 9'-6" 960 7000 1500 9'-6" 1 640 NOTES: 1. REQUIRED FOOTING AREAS AR= SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 30 j(koffSSIO q SOSSEP NO. C042077 Exp. 3.31.200 sj FIVI� \f OF CAI( TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 60 & 80 PSF ROOF LOADS I rg EXAMPLE DIAGRAM LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE II. "L"= SUPPORT SPACING PER TABLE III BELOW. . MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE III RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD I SUPPORT SOIL CAPACITY MATING LINE S CAPACITY �n (PSF) 576 x Q CLEAR SPAN CLEAR SPAN 1500 MATING LINE BEARING WALLS �9 in LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE II. "L"= SUPPORT SPACING PER TABLE III BELOW. . MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE III RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD I SUPPORT SOIL CAPACITY BEARING (POUNDS) CAPACITY EA (PSF) 576 1000 4000 1500 288 2000 10' WIDE SUPPORT REQUIRED S FOREIAG FEEITIG EA 5'-4" 576 5'-4" 384 5'-4" 288 12' WIDE SUPPORT REQUIRED SPEET) F AREIA G 4'-6" 576 4'-6" 384 4'-6" 288 14' WIDE SUPPORT REQUIRED SPACING FOOTING FEET) EA 4'-0" 576 4'-0" 384 4'-0- 288 I TABLE III RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD I SUPPORT CAPACITY (POUNDS) E1816P1 SOIL BEARING CAPACITY IPSF) 1000 1500 2000 10' WIDE SUPPORT REQUIRED S(FEET)G FOREIAG (FEET)G REfA G 4'-3" 576 4'-3" 384 4'-3" 288 12' WIDE SUPPORT REQUIRED S(FEEITIG FO (FEET)G REfA G 3'-6" 576 3'-6" 384 3'-6" 288 14' WIDE SUPPORT REQUIRED S FOREIAG (FEET)G 3'-0" 576 3'-0" 384 3'-0" 288 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ` 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 31 jAOFESSION IOSE Ply 1 NO. C ' L 71� Exp. - 1- 04 CIVIL OF CAl1F0% SUPPORT PLAN — Z L�'o PROVIDE CHASSIS, " PERIMETER. MATING LINE AND RIDGE BEAM COLUMN PIER SUPPORTS PER STANDARD MODEL SUPPORT PLAN PERIMETER — FLOOR JOISTS (2) Ibd TOE -NAIL ----4 OUTSET FLOOR LEGEND: ■ - CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE". PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT - SCHEDULE'. INOT REQUIRED FOR 20 PSF ROOFS) MATING LINE BEARING WALL PIER SUPPORTS - PER 'TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW - REFERENCE "TABLE 11 RIDGE BEAM SUPPORTS" SCHEDULE. *=TYPICAL TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH - SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING MINIMUM PIER CAPACITIES; (2) Ibd NAILS MATING LINE TOE -NAILED BETTER NAILED ROOF LIVE LOAD / PIER CAPACITY TOGETHER WITH ACCESSIBLE) PIER LOCATION 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF INSTALL PIER AT SPLITS ALLOWED) OUTSET FLOORS 2500 IDS. 2500 lbs. --- --- --- _ _ EACH FACTORY 9" MAX INSTALL PIERS CHASSIS MAN BEAMS 8-5 �010 PIER UNDER EACH INSTALLED OUT- - RECESSED SIDEWALL PORCH (TYPICAL) MIDDLE -POSTS POUNDS POUNDS POUNDS POUNDS POUNDS RIGGER 4 WHEN 9 ON TES: CHASSIS MAIN BEAMS MAX T ONE POST (TYPICAL) OUTRIGGER IS PIER SUPPORT DEPENDING UPON GREATER THAN SUPPORT CAPACITY FOR THIS CONDITION THE FLOORPLAN) ABOVE, USE THE "REQUIRED FOOTING AREA" COLUMN OF 24" FROM END OF r— -TABLE II - RIDGE BEAM SUPPORTS' SCHEDULE, MAKING SURE - - OUTSET, INSTALL TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR PIER AT END r PROVIDE CHASSIS, CORRESPONDING PAD SIZE LISTED. OF OUTSET. PERIMETER MATING LINE AND RIDGE BEAM COLUMN PIER YLL SIDEWALL SUPPORTS PER STANDARD MODEL 12'-0" MAXIMUM SUPPORT PLAN — Z L�'o PROVIDE CHASSIS, " PERIMETER. MATING LINE AND RIDGE BEAM COLUMN PIER SUPPORTS PER STANDARD MODEL SUPPORT PLAN PERIMETER — FLOOR JOISTS (2) Ibd TOE -NAIL ----4 OUTSET FLOOR LEGEND: ■ - CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE". PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT - SCHEDULE'. INOT REQUIRED FOR 20 PSF ROOFS) MATING LINE BEARING WALL PIER SUPPORTS - PER 'TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW - REFERENCE "TABLE 11 RIDGE BEAM SUPPORTS" SCHEDULE. *=TYPICAL TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH - SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING MINIMUM PIER CAPACITIES; SIDEWALL - RECESSED PORCHF'OS REGE ABOVE SIDE( PORCH PIERS UNDER EACH PORCH B' MAX W MAX END -POST ABOVE. CAPACITY PER TABLE AT RIGHT IDEWALL - PORCH B STANDARD SIDEWALL-OtpOUTSET (BEYOND) — I SIDEWALL TYPICAL FLOOR J • - fl— (2) Ibd NAILS PER CAPACITY REOUIIIV 4ENT3 FOR OUTSET FLOOR AND PORCH COLUMNS TOE -NAILED BETTER NAILED ROOF LIVE LOAD / PIER CAPACITY TOGETHER WITH ACCESSIBLE) PIER LOCATION 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF MATING LINE SPLITS ALLOWED) OUTSET FLOORS 2500 IDS. 2500 lbs. --- --- --- _ _ SIDEWALL PORCH 2000 4000 4000 6000 6000 9" MAX INSTALL PIERS END -POSTS POUNDS POUNDS POUNDS POUNDS POUNDS �010 PIER UNDER EACH UNDER MIDDLE SIDEWALL PORCH 2000 LB. 4000 LB. 4000 6000 6000 RECESSED SIDEWALL PORCH POST AT PORGNABOVE. MIDDLE -POSTS POUNDS POUNDS POUNDS POUNDS POUNDS _ _ -� _ (MORE ON TES: CHASSIS MAIN BEAMS MAX T ONE POST (TYPICAL) MAY OCCUR, PIER SUPPORT DEPENDING UPON 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED SUPPORT CAPACITY FOR THIS CONDITION THE FLOORPLAN) ABOVE, USE THE "REQUIRED FOOTING AREA" COLUMN OF 3000 POUNDS MAXIMUM CAPACITIES PER -TABLE II - RIDGE BEAM SUPPORTS' SCHEDULE, MAKING SURE C TABLE AT RIGHT. TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR LISTED ABOVE, AND THE r I CORRESPONDING PAD SIZE LISTED. SIDEWALL - RECESSED PORCHF'OS REGE ABOVE SIDE( PORCH PIERS UNDER EACH PORCH B' MAX W MAX END -POST ABOVE. CAPACITY PER TABLE AT RIGHT IDEWALL - PORCH B STANDARD SIDEWALL-OtpOUTSET (BEYOND) — I SIDEWALL TYPICAL FLOOR J • - fl— %�--STD. CHASSIS /I \ PIER SUPPORT / \\\ (BEYOND) SUPPORT DETAIL INSTALLED OUTRIGGERS INSTALL PIER AT EACH FACTORY INSTALLED OUT - MAX RIGGER 4 WHEN OUTRIGGER IS GREATER THAN I 24" FROM END OF OUTSET, INSTALL 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0'. 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER' DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. PIER AT EA END u AwsmSUPPORT PLANS wr — OF OUTSET FLOOR 20 PSF OUTSET FLOOR AND RECESSED SDEWALL 30 PSF 40 PSF 60 PSF 80 PSF 12 DRAWN By D. HOLT DATE 2-3-W D RED Br EVISD. HOLT DATE 3-28-W S5 HOMES (2) Ibd NAILS (2) 2xb • 2 DF OR 17-1 TOE -NAILED BETTER NAILED (WHEEZE TOGETHER WITH ACCESSIBLE) I(pd NAILS AT 4" O/C /TTI SPLITS ALLOWED) 9" MAX �010 PIER UNDER EACH / \ PORCH POST ABOVE APPROVED _ _ -� _ FOOTING STD. CHASSIS PIER SUPPORT (BEYOND) SUPPORT CAPACITY FOR THIS CONDITION 3000 POUNDS MAXIMUM 12 SUPPORT DETAIL C %�--STD. CHASSIS /I \ PIER SUPPORT / \\\ (BEYOND) SUPPORT DETAIL INSTALLED OUTRIGGERS INSTALL PIER AT EACH FACTORY INSTALLED OUT - MAX RIGGER 4 WHEN OUTRIGGER IS GREATER THAN I 24" FROM END OF OUTSET, INSTALL 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0'. 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER' DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. PIER AT EA END u AwsmSUPPORT PLANS wr — OF OUTSET FLOOR 20 PSF OUTSET FLOOR AND RECESSED SDEWALL 30 PSF 40 PSF 60 PSF 80 PSF 12 DRAWN By D. HOLT DATE 2-3-W D RED Br EVISD. HOLT DATE 3-28-W S5 HOMES PROVIDE CHASSIS, 8'-0" MAXPROVIDE PERIMETER AND END PORCH CHASSIS, 10'-0" MAX PERIMETER AND END PORCH LEGEND: MATING LINE PIER (FULL WIDTH) MATING LINE PIER (FULL WIDTH) ■ =CHASSIS PIER SUPPORT PER `TABLE I SUPPORT SCHEDULE'. SUPPORTS PER SUPPORTS PER STANDARD MODEL STANDARD MODPERIMETER IEREL TABLEPER•20 SCHEDULE*.INOTSUPPORTS REQURED FOR PSF1 OOFSIRT F T MATING LINE BEARING WALL PIER SUPPORTS - PER "TABLE 111 - SUPPORTS AT MATING LINE` SCHEDULE. E9 = p X ENDWALL p ENDWALL 3 i MATING 3 L MATING RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW =--REFERENCE LINE tm LME 'TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. Q POR-W/DECK PORCH/DECK TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH * PROVIDE PROVIDE - SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING RIDGE BEAM RIDGE BEAM MINIMUM PIER CAPACITIES: COLUMN PIER COLUMN PIER _ SUPPORTS 2 SUPPORTS 0 X PER "CARPET Q X PER "CARPET 3 )` CHASSIS MAM LAYOUT AND 3 CHASSIS MAIN LAYOUT AND PER REQUIREMENTS FOR END PORCHES, CORNER PORCH AND FIREPLACESPORT �_ _ BEAMS (TYPE RIDGE BEAM F , BEAMS( RIDGE BEAU 9 FIELD SUP- FIELD SUP- ROOF LIVE LOAD / PIER CAPACITY PIER" PORT PIER" — DRAWING DRAWING 20 PSF 1 30 PSF 40 PSF 60 PSF 80 PSF END PORCHES 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 lbs. RECESSED CORNER PORCH 2000 lbs. 2500 lbs. 4000 Ibs. 4000 lbs. 6000 lbs. SIDEWALL 4 -0■ ENTRY SIDEWALL PROVIDE SPECIAL PIERS AND PADS PROVIDE SPECIAL PIERS AND PADS FIREPLACE 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 lbs. AT (4) LOCATIONS OF PORCH AS SHOJN- AT ALL (4) CORNERS OF PORCH - NOTES: FOR MINIMUM CAPACITIES SEE TABLE FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. AT RIGHT OF THIS SHEET. 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED 64 ABOVE. USE THE "REQUIRED FOOTING AREA- COLUMN OF 64 'TABLE II - RIDGE BEAM SUPPORTS' SCHEDULE, MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE CORRESPONDING PAD SIZE LISTED. SUPPORT PLAN - END PORCH W/ RECESSED ENTRY A SUPPORT PLAN - END PORCH / DECK la PROVIDE CHASSIS, NOTE: PROVIDE CHASSIS, " MATING 10'-0 MAX PERIMETER AND MATING FIREPLACE MAY PERIMETER AND LINE _r MATING LINE PIER LINE OCCUR AT ANY MATING LINE PIER 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH SUPPORTS PER ENDWALL SUPPORTS PER END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT STANDARD MODEL STD. MODEL ARE GREATER THAN 3'-0'. ENDWALL 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED ENDWALL �� 'CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER` PROVIDE:] DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. RIDGE BEAM QROFFSSIOyk TYP.COLUMN PIER ge SUPPORTS 3 CHASSIS MAM PER "CARPET Er4 S��Q SOSEPHFFyc� lob EBEAMS( MAIN FIREPLACE lF (TYPE DF'ORCH/ LAYOUT AND RIDGE BEAM QQ CHASSIS p �� ENDWALL FIELD SUP- N0. BEAMS (TYPE EXTENSION 3 l � = PORT PIER" CO 77 `—^ _p Q DRAWING 3 Exp. 3-31-2004 CIVIL E SIDEWALL SIDEWALL OF CAllf4��� PROVIDE SPECIAL PIER AND PAD AT PROVIDE SPECIAL PIERS AND PADS DRAWING SUPPORT PLANS ROOF LOADS 20 PSF 30 PSF 40 PSF CENTER OF FIREPLACE END JOIST AS AT THE (2) PORCH LOCATIONS SHOWN PFFUUTLLACES �P SWOIIII - FOR MINIMUM CAPACITIES SEE FOR MINIMUM CAPACITIES SEE TABLE 80 PSF 80 PSF TABLE UPPER RIGHT OF THIS SHEET. AT RIGHT OF THIS SHEET. DRAWN BY D. HOLT DATE 2-b-95 REVISED BY D. HOLT DATE 3-28-96 S-6 HOMIM SUPPORT PLAN - ENDWALL FIREPLACE C SUPPORT PLAN - CORNER PORCH / DECK D IT-W x 20'-0' PORCH SUPPORT TABLE LEGEND: O 20 PSF 30 PSF PIER FOOTING PIER FOOTING ■ = CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". AREA APACIT AREA PROVIDE CHASSIS,APACIT MATING 20,_ 0N MAXIMUM PERIMETER PIER SUPPORTS PER `TABLE I SUPPORT SIDE COLUMN 2400 tbs. 346 3200 Ibs. 461 PER��� AND LINE ' SCHEDULE". (NOT REQUIRED FOR 20 PSF ROOFS) 10'-ta' I0'-0• J CENTER COLUMN 2400 tbs. 346 3200 tbs. 461 SUPPORTS PER STANDARD MATING LINE BEARING WALL PIER SUPPORTS ® --PER "TABLE CORNER COLUMN 2400 tbs. 346 2400 tbs. 346 MODEL was I PER 111 - SUPPORTS AT MATING LINE` SCHEDULE. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW =-- O 40 PSF 60 PSF PIER FOOTING PIER FOOTING REFERENCE "TABLE II RIDGE BEAM SUPPORTS` SCHEDULE. Z Qa CAPACITY AREA CAPACITYAREA SIDE COLUMN 6000 Ibs. 864 6000 tbs. 864 TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH *--SUPPORT X 3 CHASSIS MAN-T— PIER LOCATED AS NOTED WITH THE FOLLOWING Q 4- BE (TVP.) PORCH/ CENTER COLUMN 6000 Ibs. 864 6000 Ibs. 864 MINIMUM PIER CAPACITIES: DECK CORNER COLUMN 4000 Ibs. 676 4000 Ibs. 676 Q ENDWALL `9z> i�Y 0 Q 80 PSF a 3 E PIER FOOTING • • APACIT AREAON TES: SIDEWALL 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED SIDE COLUMN 8000 tbs. 1152 ABOVE, USE THE "REQUIRED FOOTING AREA" COLUMN OF CENTER COLUMN 8000 tbs. 1152 "SIDE COLUMN" SUPPORT "TABLE II - RIDGE BEAM SUPPORTS" SCHEDULE, MAKING SURE SIZE PER TABLE AT RIGHT TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR CORNER COLUMN 6000 Ibs. 864 SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE „ CENTER COLUMN„ SUPPORT CORRESPONDING PAD SIZE LISTED. SIZE PER TABLE AT RIGHT NOTE• 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH "CORNER COLUMN” SUPPORT FOOTING PAD SIZES ARE SHOWN IN SQUARE INCHES END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT SIZE PER TABLE AT RIGHT ARE GREATER THAN 3"-0`. 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH 64 EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED 'CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER' DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. SUPPORT PLAN - 1 3' - 6" X 2U-O' P O R C H JA PROVIDE CHASSIS, MATING 10'-0- MAX. PER REOUIREMBITS AT 0OLUrN3 FOR TRANSVERSE TAG WITH PORCHIDECK PERIMETER AND LINE MATING LINE PIER ROOF LIVE LOAD /PIER CAPACITY ® SUPPORTS PER 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF "TRIPLE WIDE - TRAINSVERSEE TAG ENDWALL PIER CAPACITY 2000 Ibs. 2500 Ibs. 4000 Ibs. 4000 Ibs. 6000 Ibs. UNIT" FOOTING AREA 288 360 576 576 864 SUPPORT PLAN ROOF DIAGRAM - TRANSVERSE TAG WITH PORCH/DECK p > W CMAN _ gt`�SOP/Y Fyc� SHASSIS F�� d R 0 BEAMS ITYP.J DF'ORCH/ RIDGE F L 14. > ENDWALL ttPQ� N0. C/Q�42077 RIDGE �--- N E"a X31244! SIDEWALL SLOPE , ' I /DECK P�OF;ZaH CIVIL OF ROOF N OFCAUFO� WHEN PORCH/DECK OCCURS AT END OF THE SUPPORT PLANS ROOF LOADS TRANSVERSE TAG, PROVIDE ADDITIONAL TRANSVERSEDRAwwc 20 PSF SPECIAL SUPPORTS UNDER EACH COLUMN SPECIAL TAG FOR PORCHES 30 PSF 40 PSF AT PORCH/DECK PER TABLE AT RIGHT. AND DECKS 80 PSF 80 PSF tow6 DRAWN BY D. HOLT DATE 3-2g-9 REVISED BY - DATE - S-7 Honors SUPPORT PLAN - TRANSVERSE T A G W I T H PORCH /DECK S LINE PERIMETERSIDEWALL FLOOR I�__MATING FLOOR JOIST CHASSIS 1-15EAM OR FLOOR RIM JOIST (2)16d TOE -"L ---4f • •�- l2) Ibd NAILS ADJUSTABLE NUT GONTAOT PAD (2) 2x6 • 2 DF OR TOE -NAILED BETTER NAILED (WHERE TOGETHER WITHAACCESSIBLE) (2) 2x6 NAILED 16d NAILS AT 4" O/C APPROVED 2" RISER APPROVED 2" TOGETHER WITH (NO SPLITS ALLOWED)APPROVED PIER NOMINAL TREATED NOMINAL TREATED Ibd NAILS AT (PERIMETER SUPPORT) LUMBER FOOTING APPROVED METAL LUMBER FOOTING 4" O/C. INSET S"! PAD OR 4" THICK PAD OR 4" THICK APPROVED FOOTING SOLID CONCRETE PIER FRAME SOLID CONCRETE APPROVED PAD. PAD. PIERS SUPPORT CAPACITY FOR THIS CONDITION I0 12 3000 POUNDS MAXIMUM 12 METAL PIERS A I METAL PIERS - MULTIPLE 1131 INSET SUPPORTS AT PERIMETER 1C CHASSIS GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT CHASSIS NOTES: EXCEEDING 2 IN THICKNESS) AND 4" WIDE x 6 LONG x I THICK MINIMUM I, BEAM OR OR FLOOR WOOD SHIMS (WEDGES), FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE FLOOR RIM RIM JOIST JOIST 1. ALL PIERS AND FOOTINGS SHALL BE APPROVED FOR THEIR OR PIER AND MAIN FRAME. 2" OR 4" SOLID CONC. BLOCK MAY FILL THE INTENDED USE BY THE AUTHORITY HAVING JURISDICTION. REMAINDER OF THE GAP. PIER CAP: 2XSXI&" WOOD (2 LAYERS PIER CAP: 4"x I6"x 16" = 2. A MINIMUM GROUND CLEARANCE OF 12' SHALL BE MAINTAINED MAX), OR 4xbx16" SOLID CONCRETE, SOLID CONCRETE BLOCK �ry BENEATH THE LOWEST MEMBER OF THE CHASSIS (I -BEAM(. OR COMBINATION OF BOTH. OR EQUIVALENT. _ _ 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS STANDARD OPEN OR CLOSED CELL 0 " DOUBLE CONCRETE BLOCKS 8"x 8"x I6 CONCRETE BLOCKS WITH SHALL BE 2.5:1 . .p (SOLID OR GELLED) WITH p Z CELLS PLACED VERTICALLY. THE �n I BLOCKS INTERLOCKED AND BLOCKS SHALL BE INSTALLED W/ I6" � � 4. ALL FOOTINGS (PADS OR CONTINUOUS) MAY BE PLACED DIRECT - LY ON THE GROUND SURFACE. WHERE ALLOWED BY THE LOCAL CAPPED AS SPECIFIED I DIMENSION PERPENDICULAR TO - ABOVE. O JURISDICTION, PROVIDED THE SOIL IS FIRM AND UNDISTURBED, GOUALTERNATE DIRECTION m W OR COMPACTED FILL, FREE OF GRASS AND ORGANIC MATERIAL. W OF EACH W FOOTING: 16"x 16"x 4" SOLID W �j 5. PIER HEIGHT MAY BE 36- MAXIMUM AS MEASURED FROM THE 1 APPROVED 2" CONCRETE OR OTHER PRODUCT ` TOP OF THE FOOTING TO THE BOTTOM OF THE I BEAM UNDER NOMINAL TREATED APPROVED FOR THE PURPOSE. THE MAIN FRAME, AND 48- MAXIMUM TO THE BOTTOM OF THE LUMBER FOOTING ALTERNATE: (2) 8"x I6"x 4" PERIMETER OR CENTERLINE FLOOR RIM JOIST. PAD OR 4" THICK SOLID CONC. BLOCKS W/ JOINT FINISH GRADE SOLID CONCRETE PAD. BETWEEN BLOCKS PARALLEL 6. WHEN MORE THAN ONE-FOURTH OF THE AREA OF THE MANU- TO THE STEEL I -BEAM FRAME. FINISH GRADE 12 FACTURED HOME IS INSTALLED SO THAT THE BOTTOM OF THE MAIN FRAME MEMBERS ARE MORE THAN 3 FEET ABOVE GROUND CONCRETE BLOCK PIERS D LEVEL, THE FOUNDATION SYSTEM SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AND THE WHEN A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND THE LENGTH OF THE PIER BASE 15 LESS THAN THE WIDTH OF THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY CHASSIS I -BEAM OR b"x ib" MINIMUM CONT. MULTIPLE PAD, A LOAD DISTRIBUTING ELEMENT 15 REQUIRED HAVING JURISDICTION. FLOOR RIM JOIST. CONCRETE FOOTING AND SHALL BE APPROVED 2 x TREATED LUMBER OR OTHER FULL LENGTH OF THE APPROVED MATERIAL W/ WIDTH AT LEAST EQUAL TO THE WIDTH OR RIOJOIST. LENGTH AT LEAST EQUAL TO THE WIDTH OF THE MULTIPLE ETHE I PADS. Q,pOFs Sp y f 1 A � CONCRETE BLOCK ��QE� APPROVED CONCRETE f U 11 ' MAY BE INSTALLED f { (OR METAL PIEW c,5 vy �P 10 9 BLOCK OR METAL PIER 1 PERPENDICULAR TO INDIVIDUAL OR COM- / CHASSIS I -BEAM AT N0. BIRIED PIER LOADS\II NO MORE THAN W-0" O/C, WITH FOOTING Cf)92077 * x.T�2 LENGTH EQUAL t0 HOME WIDTH. �46 Enp 3.31.2001 y CIVIL NOTE: FINISH GRADE A fOF CAlIFO��� WHERE REQUIRED BY DRAWING • SET -IJP INSTRUCTIONS' PSR AND FOOTING ROOF LOADS LOCAL AUTHORITY, (2) • 4 CONTINUOUS EXTEND FOOTING 16" REBAR LAPPED rN 20 PSF 40 PSF BELOW FROST LINE 12" MINIMUM APPROVED 30 PSF 60 PSF FOOLING SUPPORT DETAILS 80 PSF ��IA DRAWN BY: D. HOLT DATE: 1-12-95 S-8 12 10 HOMES CONTINUOUS FOOTINGS E SINGLE PIER ON MULTPLE PAD F REVISED BY: - DATE: - (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES 3" MIN LAO SCREW CLUSTER TABLE I APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) INSTALLED, EXTENDING b" 12 GA. x 1 1/4" ROOFING MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE CLUSTER MAXIMUM SPAN OR ADJACENT SPAN 20 P.S.F. 30 P.S.F. OF UNIT 4. C PATTERN LAST COURSE OF _ FACTORY INSTALLED SHMGLES FIELD v SHINGLES INSTALLED W/ (4) m _ 1 SCREW 5'-0" 3'-6" 12 GA. x 11/4" ROOF _ _ NAILS AT EA 2 SCREWS 10'-0" 7'-0" - = SHMGLE. 4 SCREWS 20'-0" 14'-0" (2) LAYERS 15' FELT AFTER RIDGE BEAM 6 SCREWS 30'-0" 21'-0" OR APPROVED EQUAL BOLTING, ATTACH 3/8"x FACTORY INSTALLED b" (MIN) PLYWOOD 3/8" DIA x 5" 8 SCREWS 40'-0" 28'-0" 1/2" o BOLTS W/ WASHERS CLOSURE STRIP WITH rod NAILS AT b" O/C TO LAG SCREW 10 SCREWS 50'-0" 35'-0" 2" MIN FROM TOP OF ==RIDGE BEAM AND (2) bd RIDGE BEAM. FOR ILS TO EACH RAFTER NOTE: SPACING AND BOLT CLUSTER REQUIRED OVER OR COVER 5" 0 ACCESS LAG SCREW SPACINGS: 1. LAG SCREW CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS SEE HOLES WITH 30 A 30" O/C - 20 P.S.F. SUPPORT POSTS ARE ON ONE SIDE OF . 5 b GALVANIZED METAL. 12 20" O/C - 30 P.S.F. 2. LAG SCREW SPACING IN CLUSTER TO BE 2' TO 4" O/C RIDGE CLOSE — UP DETAIL — 3:12 ROOF JAI ALTERNATE RIDGE BEAM LAG SCREW DETAIL — 20 P.S.F. AND 30 P.S.F. ONLY IB RIDGE FIELD INSTALL 1/2" • BOLTS WITH WASHERS BOLT CLUSTER TABLE 11 BEAM AT 48" O/C 0 20 PSF ROOF OR 32 "O/C RIDGE CLUSTER MAXIMUM SPAN OR ADJACENT SPAN • 30 PSF ROOF OR 24" O/C • 40 PSF AM BE ROOF OR Ib" O/C 60/80 PSF ROOFS 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F. 80 P.S.F. PATTERN .K WHEN RIDGE BEAM SUPPORT ,— POSTS ARE ON ONE SIDE OF `•2" TO it ONLY, A BOLT CLUSTER IS 1 BOLT 12'-9" 8'-10" 5'-0" 5'-0" 3'-10" 4" O/C REQUIRED AS SHOWN. FOR 2 BOLTS 25'-6" 171- 8" 9'-11" 9'-11" 7'-9" QUANTITY OF BOLTS, SEE TABLE II AT RIGHT. 3 BOLTS 38'-3" 26'- 7" --- --- --- 4 BOLTS --- 35'- 5" 19'-10" 19'-10" 15'-6" LONGITUDINAL OR TRANSVERSE II II 6 BOLTS - 29'-8" 29'-8" 23'-3' rt RIDGE BEAM SUPPORT POSTS 8 BOLTS -'- --- 39'-7" 39'-7" 31'-0" TYPICAL WALL STUDS I� NOTE: II 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF t. E —^TYPICAL FLOOR 2. BOLTS SHALL BE 1/2" (MIN.) WITH WASHERS AT EACH END. 24 RIDGE BEAM BOLTNG DETAL 1C SEAL JOINT FOR ENTIRE LENGTHON TES: AT FLOOR TO FLOOR CONNECTION DECKING WITH EXTERIOR GRADE CAULKING 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE V%OFESSION OR EQUAL TO PROHIBIT AIR FLDOR MANUFACTURER. SOSEPy��rdC/y AND WATER INFILTRATION AS AN ALTERNATE TO ROOFING NAILS, GA. STAPLES'�QQ l�OFc^9 2. 1"x1"x16 MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. N0. 420 77 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL. It'`C0420 ' ' Exp. 3 31-2004 ,– – 4. FOR ELECTRICAL GROUNDING BETWEEN SECTIONS. USE STAR .– WASHERS AT BOTH ENDS OF THE 1/2" BOLT ON AT LEAST CIVIL AJfOFVALl'i ONE OF THE BOLTS BETWEEN EACH CONNECTED SECTION. I/2"o BOLTS THROUGH OUTRIGGERS MATING ANGLES AT 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY ALTERNATE: ENDS OF OUTRIGGERS SPACED UP TO 6' O/C PROVIDED THAT 2" O/C TO 4" O/C DRA"""G ROOF DADS FOR ALTERNATE FLOOR CONNECTI W/ WASHERS. (SEE 04 AVERAGE SPACING IS MAINTAINED THROUGHOUT THE CLUSTER. 'SET—UP NSTRUCTIONS• FLOOR AND ROOF 20 PSF 30 PSF 140 60 PSF 80 PSF USING LAG SCREWS SEE DETAIL NOTE AT RIGHT) CLOSE—UP DETAILS 8 PSF DRAwn BY D. HOLT DATE 1220-94 5-10 2 HOMES FLOOR CONNECTION D 7/16' APA RATED 24/16 SHEATHING (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES SHIPPED LOOSE, INSTALLED WITH LONG STANDARD TAG APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) DIMENSION PERPENDICULAR TO BLOCKING '8' UNIT 'C' UNIT 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 FIELD BOLTING QUANTITIES PER 5-10 OF UNIT CENTERLINE LAST COURSE OF SHINGLES FIELD INSTALLED W/ (4) 12 ROOF SHEATHING 2 x BLOCKING GA. X 1 1/4" ROOFING (FACTORY INSTALLED) NAILS AT EACH SHINGLE GABLE TRUSS FACTORY INSTALLED - - - -- - - -- ---� SHINGLES MAX (2) LAYERS 15# FEL OR APPROVED EQUAL AFTER RIDGE BEAM BOLTING, ATTACH 3/8"x TYPICAL TAG UNIT TRUSSES FACTORY INSTALLED 12" (MIN) PLYWOOD AT 16. OR 24" O/C CLOSURE STRIP WITH 8d NAILS AT 6" O/ 6d NAILS AT 6" 0/C TO TAG UNIT MATING WALL 2x3 RAFTER RAIL AND (2) 2x3 RAFTER RAILS (2) 6d NAILS TO EACH RAFTER. RIDGE BEAM TYPICAL ROOF TRUSS 112" DIA BOLTS W/ WASHERS 2 MIN. FROM TOP OF RIDGE BEAM OR 3/8" LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE 5-10 121 12 RIDGE CLOSE - UP DETAL - 4.12 ROOF A I SECTION - TRANSRION FROM W TO "C' JB STANDARD TAG NOTE 7/16" APA RATED 24/16 SHEATHING SHIPPED LOOSE, INSTALLED WITH LONG 'B' UNIT 'C' UNIT 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE DIMENSION PERPENDICULAR TO MATING MANUFACTURER. LINE W/ 6d NAILS O 6. O/C 2. AS AN ALTERNATE TO ROOFING NAILS. 1'xt'x18 GA. STAPLES FACTORY INSTALLED MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES TEMPORARY WEATHER AND RIDGE SHINGLES. PROOFING MTL FOR PROTECTION DURING 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. TRANSIT & STORAGE A-307 OR EQUAL. 1-1/2 MAX SOEPyFl � O 9 NO. 0077 `Exp. 3.3F200/(/ CIVIL rT�ITfOF CAUFO� DRAWING20 'SET-UP WSTRUCTIONS" SF PS 60 PSF ROOF140 30 PpSrF 80 PSF M1.L CLOSE-UP DETAILS © 12 HONM DRAWN et D. HOLT DATE 3-29-96 REvao er T. MCGUIRE DATE 2-2-00 S-111 'B' ALTERNATE CLOSE-UP DETAIL (TYPICAL TO DETAIL EXCEPT AS NOTED) C MARRIAGE LINE GENERAL NOTES FLOOR DECKING 1. THESE INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR CONNECTION AND ELECTRICAL GROUNDING ACROSS 2 x 6 RIM JOIST MATING LINES WHEN CHASSIS MATING ANGLES ARE NOT FACTORY INSTALLED. FLOOR SEALER TO PREVENT INFILTRATION 2. WHERE MATING ANGLES ARE INSTALLED ON ANY TWO OUTRIGGERS THAT ARE ALIGNED ACROSS CENTERLINE, IT IS PERMISSABLE TO GROUND THE CHASSIS IN ACCORDANCE 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 is I6"0/C (ALTERNATE SIDES AS SHOUN) TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) 4 FLOOR CONNECTION REQUIRED AT EACH MATING LINE JA MARRIAGE LINE FLOOR DECKING 2 x 6 RIM JOIST 9WOFESS10p� �OSEPyFFscy 4y AQP ZIOF9 NO. C042077 I Exp 0 CIVIL sl�jEOF CALIFO��\� SOLDERLESS LUG I FOR ALTERNATE GROUNDING Oe BARE COPPER WIRE NC0NNE TION, SEE GENERAL TYPICAL OUTRIGGER30 4 DRAWING ALTERNATE FLOOR CONNECTION ROOF LOADS 20 PSF PSF �W A qw eons DRAWN BY DATE G. BUE 3-28-96 S-12 GROUND CONNECTION REQUIRED AT EACH MATING LINE B FLOOR k N FACTORY FACTORY NOO T TOOLS SHALL BE INSTALLED INSTALLED OPTIONAL QUICK IP USED ON THE QUICK WATER LINES FLOOR WATER LINES FLOOR D15CONNEGT I DISCONNECT DEVICE. DEVICE MATING MATING JOINT JOINTwI (SUPPLY) GAS CONNECTOR WATER CROSSOVER FLEX SHUTOFF— BY FLEXIBLE PLASTIC WATER CONNECTOR SUPPLIED BY VALVE, MANUFACSUPPLIETURER PIPING CONNECTED DIRECTLY THE MANUFACTURER (MUST NOT REQUIRED THROUGH SWIVEL CONNECTOR BE LISTED FOR EXTERIOR WHEN QUICKREMOVE GAPS AND COUPLING USE) BEFORE 6 6 15 USED CONNECTING 6 WATER LINE CROSSOVER A ALTERNATE WATER LINE CROSSOVER B GAS LINE CROSSOVER C COUPLING WITH NOTE: NOTE: DRAIN LINE TUB OR TUB/SHOWER ADJUSTABLE DRAIN LINE TEST TO BE TEST TO BE CONDUCTED SCREW CLAMP I FLOOR CONDUCTED AFTER ASSEMBLY AFTER ASSEMBLY. STRAINER AND ALTERNATE: PER NOTE • 6 BELOW. SWIVEL ADAPTER ABS COUPLING W/ COLORS INTERIOR PARTITION APPROVED SOLVENT MUST MATCH COUPLING WITH ADJUSTABLE SCREW CLAMPS FLOOR STUBBED ADJUST FALL TO 1/4" PER FOOT IUB" VENT LINE MIN. CI/8" PER FOOT IF THERE IS A CLEANOUT AT UPPER END OF LOOSE SECTION) DRAIN SECTION OUTLET (ONE ONLY) SANITARY TEE I I ® 4T COUPLING WITH ADJUSTABLE I I APPROVED IUB" OR 2" PIPE I I COUPLINGS SCREW CLAMPS TO MAIN DRAIN II��" PIPE STUBBED LINE COLORS MUST MATCH LOOSE DRAIN SECTION—� DRAIN LINE 'P'- TRAP THE P -TRAP COVER W/ INSULATION W/ UNION SEE "NOTES FOR DETACHED DRAIN ASSEMBLY" BELOW 6 & SHALL BE SHIPPED LOOSE 8 DRAIN LINE CROSSOVER IDI TYPICAL DETACHED DRAIN ASSEMBLY E FIELD INSTALLED 'P - TRAP' IF FACTORY NOTES FOR DETACHED DRAIN ASSEMBLY - DETAIL "E" INSTALLED 1. ABS PLASTIC PIPE FITTINGS AND JOINTS: USE SOLVENT5. SUPPORT GRAIN LINEISI BY FACTORY INSTALLED PLUMBERS TAPE 1/2" MIN CPVC PIPE 8 ELBOWS CEMENT SPECIFICALLY MANUFACTURED FOR USE IN ABS OR PLASTIC STRAPS AT 48" O/C MAX. WRAP LOOSE END OF EACH SIDE OF PLASTIC PIPE CONNECTIONS. APPLY IN ACCORDANCE WITH STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO MATING LINE. MANUFACTURERS INSTRUCTIONS. SOLVENT SHALL COMPLY CHASSIS WITH SELF -TAPPING SCREW. ASSURE PROPER SLOPE WITH ASTM D 2235-81 OR NSF -14-1985. (FALL) TOWARD OUTLET OF 1/4" PER FOOT MIN. OR 1/8" MIN. PER FOOT WHERE FACTORY INSTALLED CLEANOUT IS 2. ALL JOINTS AND CONNECTIONS SHALL BE CORRECTLY PROVIDED AT UPPER END OF DRAIN LINE. ASSEMBLED FOR TIGHTNESS. PLASTIC PIPE SHALL BE INSERTED TO THE FULL DEPTH OF THE SOCKETS OF 6. PERFORM DRAIN LINE "FLOOD LEVEL TEST- AFTER ASSEMBLY SHIP LOOSE, SITE INSTALLED CPVC EACH FITTING. ACCORDING TO THE FOLLOWING PROCEDURE: CROSSOVER PIPE WITH 2 ELBOWS. THE MANUFACTURED HOME SHALL BE IN A LEVEL POSITION, ALL SIZED TO MATCH FACTORY PIPE SIZES. 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM FIXTURES SHALL BE CONNECTED, AND THE ENTIRE SYSTEM PIPE SHALL BE INSERTED TO FULL DEPTH CLEARANCE OF 3" IN ANY DIRECTION FROM ALL PARTS OF SHALL BE FILLED WITH WATER TO THE RIM OF THE TOILET OF EACH FITTING. USE SOLVENT CEMENT THE STRUCTURE OR APPURTENANCES AND WITH NOT LESS BOWL. ITUB 8 SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL APPROVED FOR (PVC FITTINGS. THAN 18" UNRESTRICTED CLEARANCE DIRECTLY IN FRONT TRAPPED AIR HAS BEEN RELEASED, THE TEST SHALL BE ALT. WATER CROSSOVER - (PVC G OF THE DRAIN OUTLET. SUSTAINED FOR NOT LESS THAN 15 MINUTES WITHOUT EVIDENCE DRAwwc (qpA 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 'SET-UP INSTRUCTIONS" Fp' UNOBSTRUCTED MINIMUM CLEARANCE OF 12' DIRECTLY IN BOWL SHALL THEN BE TESTED AND SHOW NO INDICATION OF FRONT OF THE OPENING. LEAKAGE WHEN THE HIGH FIXTURES ARE FILLED WITH WATER 8 PLUMBING �W EMPTIED SIMULTANIOUSLY TO OBTAIN THE MAXIMUM POSSIBLE 7 DRAWN BY DALE REVISED �+4 �] C-13 FLOW IN THE DRAIN PIPING. D. HOLT 12-15-9 I-20-98 ,,HOMES z TYPICAL GROMMET —FLOOR INSULATION IFAGT. INSTALLED CONNECTION FURNACE TTP. 4" x 10" ADJUSTABLE REGISTER (FACTORY INSTALLED) TTP. 10" OR 12" COLLAR FACTORY INSTALLED OPTIONAL FLEX DUCT FOR TAG UNIT FIELD INSTALLED WHERE REQUIRED MIXING BOX PER DET. 4" MIN. GROUND CLEARANCE (ALT: CRO55OVER DUCT (FIELD INSTALLED) 5-14 10"m OR 12"m FLEX DUCT MAY REST ON CONT. P.T. OR ALTERNATE: SHIPPED LOOSE AND FIELD FOUNDATION REDWOOD) AIR SUPPLY PER DET. INSTALLED (R-4 MIN.., TYP.) (FIELD INSTALLED) 5-14 I6 FLEX HEAT DUCT CROSSOVER - DOWNFLOW FURNACE JA STANDARD HEAT DUCT .016 MIN. GALV. OR ALUM. FACTORY INSTALLED MIXING BOX INSULATED W/ R-4 MIN. FLOOR � NEAT REGISTER - ONE ONLY — FACTORY INSTALLED / ATTACH FLEX DUCTS TO FURNACE FURNACE DUCT MATERIAL (2) 10"0 OR 12"m COLLARS SEALED FACTORY INSTALLED. (ONE EACH SIDE) W/ TYP. COMBUSTION COLLARS. ATTACH OTHER OR ELECTRIC END OF FLEX DUCT TO TYP. HEAT DUCT PER A FACTORY INSTALLED— — 12 14"41 COLLAR FOR — 6"m COLLAR MIXING BOX DETAIL D CROSSOVER DUCT FACTORY — INSTALLED 14"0 FLEX DUCT I REVISIONS NO REVISED Ely DATE SHIPPED LOOSE AND FIELD INSTALLED. (TO BE SUPPORTED FROM EVERY GROM- 6"m FLEX DUCT MET W/ BAILEY WIRE) LISTED MIN. R-4 SHIPPED LOOSE, 14" x 10" x 10" OR 14" x 12" x 12" FIELD INSTALLED 'Y' GALvINIZED A INSULATED W/ R-4 MIN. - SHIPPED L005E AND FIELD INSTALLED. 10"m OR 12"0 FLEX DUCT SHIPPED L005E AND FIELD INSTALLED. DRAWING "SET-UP INSTRUCTIONS" 00 A MECHANICAL 4 DRAWN RY D. HOLT DATE 12-20-94 5-14 I6 I6 19i010855�a 00 ALTERNATE AIR SUPPLY METHOD B OPTION REMOTE REGISTER C JUNCTION' BOX - I TO TO P P JUNCTION CIRCUITS G G BOX WITH METAL DISTRIBUTION PANEL COVER PLATE FLOOR _ L -I P FACTORY N INSTALLED 11 SPLICES TO BE G I JUNCTION BOX—�m-MADE W/ APPROVED I CONNECTORS. CROSSOVER FOR ONE CIRCUIT f P P c TO P P :_p CIRCUITS N N J-BOX SIZING:100 i P AMP-4"x10"x10"P 200 AMP-4"x10"x12" FLEX ELECTRICAL CONDUIT TO PARK JUNCTION N FLEX CONNECTOR,PANEL FLEX ELECTRICALPLASTIC BOX. BOX G LOCK NUT AND CONDUIT WIRED ANDSPLICED BUSHING PER DIA- SPLICE CONNECTORS REQUIRED FOR 100 AMP.SERVICE AND CROSSOVER FOR TWO CIRCUITS GRAMS AT LEFT. LARGER FOR 50 AMP SERVICE, A PLUG-IN CORD IS PROVIDED ELECTRICAL AND WIRING DIAGRAMS FOR CROSSOVER A ELECTRICAL FEEDER ASSEMBLYGENERAL NOTES: 1. WARNING: DO NOT PROVIDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE SYSTEM IS INSTALLED 8 CONNECTED. 2. ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE. LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE LISTED COMBINATION FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH METERBASE DISTRIBUTION THE EARTH, CONSISTING OF AT LEAST 20 FEET OF ONE OR PANEL, JA002 OW OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY APPROVED EQUAL CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2" DIAMETER. OR CONSISTING OF AT LEAST MAIN20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN O O MAIN NUMBER 4 OR OTHER APPROVED GROUNDING SYSTEMS PER NOT WIRES PANEL 250-81 AND 250.83 OF THE NEC. 3. MAIN PANEL WITH METER BOX SHALL NOT BE INSTALLED ON SERVICE ENTRANCE ` HOMES WITH METAL SIDING. CONDUCTORS -SIZE PER LOCAL CODES GROUND / NEUTRAL BAR UNDERGROUND vr REVISIONS CONDUIT TO BE RIGID STEEL 2" NON-METALIG NO.REVISED BY DATE OR OTHERWISE CONFORM CONDUIT RACEWAY I M. EZZO 3/1/95 TO LOCAL CODES AND REQUIREMENTS GROUND WIRE M. EZZO 11121/96 FIELD INSTALLED FITTING FOR GROUNDING ELECTRODE CONNECTING CONDUIT CONDUCTOR FROM SERVICE FROM METER BASE EQUIPMENT TO GROUNDING TO BE INSTALLED ELECTRODE SYSTEM, WIRE ON SITE SIZE PER THE FOLLOWING: SERVICE: 100 AMP - • 6 COPPER DRAWING jRA 125 AMP - ' 4 COPPER 'SET-UP INSTRUCTIONS' `Fps Ism AMP - • 4 COPPER 200 AMP - • 4 COPPER ELECTRICAL 8 8 DRAWN BY DATE D- HOLT 12-I6-94 S-15®§ 1 ELECTRICAL MAIN PANEL CONNECTIONS C MAIN PANEL ASSEMBLY D (9101855-2400 FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING I FIELD INSTALL FIELD INSTALLED 1• FIELD INSTALL I 12" LENGTH OF WOOD BATTEN WITH I MINIMUM 2" I LAP SIDING Sd NAILS AT 12" O/C WIDE BATTEN OVER i INTER - CUT FROM SANE I LOCKING WITH CAULK OR SEAL AT MATERIAL AS HORIZONTAL I SIDING UNDER- EDGES (TYPICAL) FACTORY I' SIDING. ATTACH LAP SIDING I NEATH. INSTALLED I WITH rod NAILS (FACTORY -TORY INSTALLED HARDBOARD AT 6" 0/C EACH INSTALLED) 1 HARDBOARD OR OR PLYWOOD SIDING SIDE OF 4. 6" 6" PLYWOOD SIDING 12 MIN. MIN. 12 S ENDWALL CLOSE-UP DETAIL - HARDBOARD JAI ENDWALL CLOSE-UP DETAIL - LAP SDNG B NSDE CORNER CLOSE-UP 1C NOTES: 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE TYPICAL RIDGE BEAM EXPOSED TO WEATHER SHALL BE ZINC COATED BY TRUSSES (WITHOUT NOTCH HOT -DIP GALVANIZED ZINC. MECHANICALLY DEPOSITED FOR OVERHANG) ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU- FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER FASCIA SPLICE NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO FIELD APPLIE }� NOT REQUIRE PROTECTIVE COATINGS. PER DETAIL/vE 1 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE 2X6 OUTLOOKERS MANUFACTURER. ENDWALL ;EXTENDED 32" MIN BELOW IN FROM ENDWALL. — — — — — (FACTORY INSTALLED) X FASCIA O � FACTORY INSTALLED 9" 9" FACTORY INSTALLED OUTLOOKER SPACING MAX'MAX'OUTLOOKER SPACING 16 FASCIA SPLICE AT ROGE D Ix3xl" SPLICE BLOCK QROfESSlOy Pyc� FIELD INSTALLED TO 1�QE� DOSE P y� FASCIA WITH (4) bd ''CPQ 1jO�F NAILS MIN EACH SIDE OF SPLICE N0. 07 Exp. 3.342004 CIVIL sj(TEOF CAUFOQ�\� 2xS FASCIA OR 1x4 RAFTER RAIL DRAWING SET-UP NSTRUCTIONS'a (UNDER HARDBOARD WALL & ROOF CLOSEAF DETAILS d FASCIA) DRAWN BY DATE HOLT 12-21-94 S-16 6�� HOMES ENDWALL FASCIA SPLICE AT RDGE E D. EXTERIOR WALL FRAMING TYPICAL WALL FACTORY INSTALLED FRAMING W/ STUDS AT Ib O/C BELT RAIL B HARDBOARD SIDING TYPICAL TOP PLATE—' 'I II II OPENING M - WALL FOR FIELD CAULKINGTYP. STUDS AT I I II INSTALLATION I6" O/C I I II OF ELECTRICAL FIELD INSTALLED I II I 11 METER BASE, ETC REMOVE FACTORY HARDBOARD BATTENTIRE VOID AREAS TO j BE FILLED W/ MIN. RAS jl II .. . INSTALLED POLY- INSULATION. I II II II ETHYLENE SHEATHING • "Z" OR "H" FLASHING FIELD INSTALLED HARDBOARD SIDING W/ I II II bd CORROSIVE RE- ENTIRE OPENING SHALL II I 6 CAULKING FLOOR JOISTS SISTA14T NAILS AT 6" O/C BE COVERED W/ POLY- I II II FIELD INSTALLED HARDBOARD EDGES AND FIELD. ETHYLENE SHEATHING I II II SIDING W/ rod CORROSIVE F —FIELD INSTALLED DURING TRANSIT AND I REMOVED PRIOR TO L II II ll J RESISTANT NAILS AT 6° O/C FIELD INSTALL N SKIRTING (MAY BE ATTACHMENT OF _ _ - - 4-TYP. BOTTOM EDGES AND FIELD. HARDBOARD ONE PIECE) HARDBOARD. PLATE BATTS 8 8 24 WALL CLOSE - UP JA WALL OPENNG JB D E T A I L 1C TYP. STUDS TYP. TOP PLATE AT W" O/C FACTORY METALLED EXTERIOR NOTES: II III TYP. BLOCKING AT ALL EXTERIOR SIDING r, -V, ENDWALL 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE II III II GYPSUM BOARD JOINTS TYP' STUDS CLOSE-UP EXPOSED TO WEATHER SHALL BE ZINC COATED BY II _ III = II AT 16" O/C HOT -DIP GALVANIZED ZINC. MECHANICALLY DEPOSITED X II 111 - II FIELD INSTALL 5/I6" GYP. ZINC OR ELECTRODE POSITED ZINC. FASTENERS MANU- Q I III II BD. W/ CONT. BEAD OF FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER i RVA GLUE AT ALL FRAM- / NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO `fl II III II I II II ING MEMBERS 4 ATTAC441 .................... 1 I NOT REQUIRE PROTECTIVE COATINGS. II II W/ 3/16"x1"x19 GA. STAPLES 9 AT 6° O/C EDGES 4 FIELD 1� 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE O I 541 II AND NOT LESS THAN 1/4" MANUFACTURER... 111 11 FROM SIDES 4 ENDS QR ;fl II 111 II 1/2" GYP. BD. W/ % x 11/4" II III SCREWS OR " COOLER IIFIELD NAILS OR A798 o SHANK x INSTALL GYPSUM FACTORY INSTALLED Iii" LONG x 19/64" HEAD BOARD (MATCH EXISTING) GYPSUM BOARD II III II RING SHANK NAILS AT PER DETAIL II III _LL _ _ _ _ _ W _ _ _ II _ _ y_ 1" O/C EDGES AND FIELD (AT LEFT) g-� AND NOT LESS THAN 3/8" TYP. BOTTOM PLATE FROM EDGES 4 ENDS. 24 8 WTERIOR ENDWALL CLOSE - UP ID1 D E T A I L E vrifEsio SP/j SOS Fyci - \�`�l FZI0F�9 CPQ NO. CO 2077 * Exp. t2 CIVIL �TEOF CAI** DRAWING 'SET-UP WSTRUCTIONS WALL CLOSE-UP DETAILS a • DRAWN BY DATE D. HOLT 12-22-94 S-17 HOMES FLAT OUTLOOKERS 7/16 O.S.B. 2 x 6 OUTLOOKER 1 x 3 R.S. SCREEN (FACTORY INSTALLED) 2 x 6 R.S. (FACTORY INSTALLED) MAIN UNIT o, \ STEP FLASHING (5" HIGH) 7/16 O.S.B ��gg�� FLAT OUTLOOKERS 1 'x 3 R.S. PROOF CONNECTION PER T—f 2 x 6 OUTLOOKER (FACTORY INSTALLED) DORMER TRUSS W/ VERTICAL SCREEN 1 WEBS O 16" O.C. _�,–WALL CONNECTION PER E 2:9 ml 1 V/ MAIN UNIT �i in TRUSSES OVER TAG UNIT MAIN UNIT TAG UNIT FLOOR CONNECTION PER &ACTORYS SET–UP MANUAL 6-IsD MARRIAGE WALL Ltl INSTALLED) Z STEP FLASHING (5" HIGH) NTS 2:1 TRPLE WIDE SECTION VIEW A ROOF CONNECTION I B ROOF CONNECTION – DETAL C NOTES: QROFESSIOpA( TOESCREW 110x4" SCREWS AT 24"o.C. DOSEPy �S`FPP� j yFF O NO. COg�077 2 x 6 FLAT * MAIN UNIT TAG UNIT SIDEWALL Exp. 3-31- 004 EXTERIOR WALL CIVIL SjgTfOFCAL10i � MARRIAGE (2) 2 x 4'S SIMPSON A -35'S W/ 12 REVISIONS WALL STUD 8D x 1 1/2" NAILS NO. REVISED BY DATE INSTALLED ON SITE TO TOP AND MIDDLE OF TAG SIDEWALL TO MAIN UNIT SIDEWALL INTERSECTION. TAG ENDWALL e STUDS o 16"I.C. DRAWING TRIPLE WIDE (TAG) ROOF LOADS INTERCONNECTION DETAILS 2030,40 a , 60,60 PSF�W� 5 DRAWN BY DA7 RAJ f2/ 18/ 98 A V\-� 4X7 S -18 2:1 2:1 HOMES ALL CONNECTION D ALT. WALL CONNECTION E L aura TA(3 ljwT DECK RALm BODE LOADS DETAL ALL DRAWN BY DATE MWH 3n7/99 %9-19 HOMES TIEDOWN SYSTEM GENERAL NOTES: FLOOR 1. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS, .. BUCKLES AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD OF ANCHORAGE. ALTERNATES TO THESE METHODS, MATERIALS, APPROVED TIE -DOWN STRAP WRAPPED / MAN BEAM SPACINGS, ETC... MAY BE USED PROVIDED THEY MEET THE LOAD AAND ATTACHED AROUND MAN E CAPACITY REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE BUCKLE AND O ANCHOR HEAD LISTED LISTED AND CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCH - PER DETAILSTO S ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. 8-20 >40 � 2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHALI. BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD OF APPROVED SUPPORT FIF00 AT LEAST 3150 LBS. PLUS A 50% OVERLOAD 14725 LBS.) WITHOU DRAWNG FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A S $ PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY 1 TO RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL - 1 0 K71 '5144kZ14 LATION AND SOIL TYPE IN ACCORDANCE WITH ASTM D3953-91, APPROVED qww STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS. GROIN SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE ANCHOR ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. �� %����JJJJ 0� 3. HORIZONTAL WIND PRESSURE = 15 PSF. 12 4• NO PORTION OF THE TIE -DOWN EXTENDING BEYOND THE VERTICAL PLANE OF AN EXTERIOR WALL OF THE HOME SHALL BE ABOVE THE GROUND. TIE - DOWN D E T A I L JA —�� 1 S. ALL ANCHORING EQUIPT. EXPOSED TO WEATHER SHALL HAVE A WEAVE W:RC¢Nf LENGTH OF TIE -DOWN STRAP THRO" I �9 / TOP BLOT OF RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LES TOP $LOT OF BUCKLE THESE DOWN THROUGH THE BOTTOM \ SLOE OF BUCKLE, TRN BACK UP THRO" i1E TOP ti� _ gWpFWRAP BUCKLE MAIN THAN 0.30 OUNCES PER SQ. FOOT OF SURFACE COATED. ALL SLOT OF THE BUCKLE FOR A SECOND if E AS p9• SES DETAW SHOWN IN FIGURE BA 10PER� STEEL STRAPPING SHALL BE AT LEAST 1 1/4' WIDE x .035' THI( TYPE 1, FINISH B, GRADE 1 STEEL, 8 CERT. BY A PROFESSIONAL ,401 8-20 S-20 ENGINEER OR ARCHITECT AS CONFORMING TO ASTM D3953-91 WRAP THE TE -DOWN STRAP AROIlO THE MAN BEAM S. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, ®� THEN iHR01JG11 THE TOP SLD? OF THE BUCKLE FOR MAN BOTTOM EMBEDDED BELOW FROST LINE, AND AT LEAST 12- ABOVE THE THIRD TM AS $14OWN N WGURE B-2. THEN `y THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTALLED BUCKLE ANC4M HEAD AND CO".CT PER DETAIL EXTEND THE TIE-DOIW STRAP DOWN TO THE p LL: BUCKLE TO PROVIDE ADDED RESISTANCE. 7. IN LIEU OF THE TIE -DOWN SYSTEM HEREIN, GOLDEN WEST HOME 9-20 WILL ALLOW INSTALLATION OF ANY HOME ON A PERMANENT FOUNDATION SYSTEM OR OTHER APPROVED TIE -DOWN OR ... 8 ALTERNATIVE SYSTEM THAT MEETS THE DESIGN LIVE LOAD rnTE: R 18 IMPORTANT TO REMOVE ALL BLACK FROM REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY, THE LOj , THE SYSTEd1 A 4M TIE MAN W-41 A55E MBLT. TO PROTECT STRAPS AGAINST SHARP CORNERS OF o CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM CUi A PIECE OF 81RAPPPIG TO WRAP AROIND THE I -BEAM 5EA?'6 BEFORE hE MOWN STRAP 15 WRAPPED AROIN THE BEAM D USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES LONGITUDINAL FLOOR CONSTRUCTION. TIE - DOWN STRAP TO MAIN BEAM DETAIL JB �q QpOFFSSIO,� SOS E PH j \\``\� @�?� ca NO. EPA INSERT THE TENSION BOLi INTO USE A 6A6 SOCKET OR OFBd END TO HOLD BOLT UNDER TE7151CN WHU.E RIEPosmorurG ONCE FULLY TEN510PED, ALIGN TIE ANCHOR LEAD AND ATTACH WiBdCH TO K41M AT LEAST FOUR TIE 6/16' SOCKET OR WRDM PLACE M OPO4 00 THE SGLIARE NES OF THE BOLT CIVIL THE NUT LOOSELY. THE31 NSERT C01PLETE TURIS ON BOLT UNTIL WRENCH ON TIE 5/$' SQUARE SHOULDER OF THE BOLL WTH SGUARE HOLE N ANCHOR lfOFCAI IFS THE STRAP INTO THE SLOTTED STRAP 15 TUAT. DEN REPOSmON THE 6/16' SOCKET OR Me" TO LEAD AND TKAFITEN TIE HEX NUT. DRAWING ROOF LOADS 54" OF THE TENSION BOLT FACILITATE THE FINAL TE NSIONNG. THIS WILL DRAW THE 7W TO- 20 PSF 160 AS SHOWN AFTER STRAP LS GETFER AND LOCK THE BTSTEM NSERTED TI�ZO" THE SLOT INTO ITS FINAL Fj05maL DETALS 30 PSF 40 PSF BEAD IT LIP AT W. PSF 80 PSE ��� DRAWN BY: D. HOLT DATE: D-23-35 REVISED BV: TM DATE: II-2D-aj9 1 S-20 n HOMES T I E - D O W N S T R A P T O GROUND ANCHOR D E T A I L C LONGITUDINAL TIE DOWN BRACKET 1S 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. { MEI FLOOR I -BEAM INSTALL4TION APPROV` ��DOWN AT EACEACH FHDEXAPPROVED ANCHOR WITHR TO BE IN LINE WITH STRAP SINGLE TENSIONING HEAD APPROVED STABILIZER PLATE LLAR 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 I rA 1 C SECTIONS I I 1 I B G I g' -0'L J I -r--rJ rli r+I r+l r"i 1-1 iia �:: a-_ -- C _a MAX 'A' 'B' 'C' 13'-6" IT, ti SINGLE WIDE DOUBLE OR TRIPLE WIDE LONGITUDINAL TIE DOWN REQUIREMENTS QROFESSIOpq� MAIN I—BEAM BRACKET S(� DOSE P/� yFF9 IS 11ga. STEEL MIN. j O 3" ------------------ N0. t t/2' C042077 Exp. 3-31-2004 FULL WIDTH WELDS 1/8" OR �- s, CIVIL �F THICKNESS j41f OF BRACKET (MIN), OF CAEIFO�N LONGITUDINAL TIED09WN j3l " STRAP BRACKET DETAIL 1 NOTES• LONGITUDINAL REFER TO NOTES N PAGE 5-20 FOR STRAPPING AND ANCHORING SPECS. TIEDOWN REQUIREMENTS • T DRAWN BY: TM DATE: I1i29/99 WIND ZONES I O*$A (rte REV: HOMES 5-21 N0. C0 . ey. CIVIL (� OF CALIW� DRAWING ROOF CLOSE -t P APPLICATIONSV� `�„ TAG WITH STANDARD GABLE DRAWN BY D. HOLT DATE I2-21-94 S-30 Homs INSTALL SHINGLES UP TO INSTALL RIDGE PULL BACK FACTORY INSTALLED FELT RIDGE WITH (4) STAPLES SHINGLES OVER TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELDRIDGE OR NAILS PER SHINGLE 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. g++ FACTORY INSTALLEDf —,-- FOR FASTENING SHINGLES USE SHINGLES ---, Ib"xl2 GA GALV. ROOFING NAILS OR I"xl"xl6 GA STAPLES (2) LAYERS FELT, FIELD B -6 INSTALLED AND EXTENDING 6" FIELD INSTALL RIDGE SHINGLES OVER RIDGE OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT OVER JOINT t t 6 . — — — — — } FACTORY INSTALLED VALLEY ROLL ROOFING `� Sieg ALL EXPOSED EDGES > 7}�pj3i4 OF SHINGLES TO BE I FIRMLY EMBEDDED GEPLATTIC ASPHALT �I% PULL BACK FACTORY " INSTALLED FELT 36" WIDE, SO* ROLL ROOFING UNDERLAYMENT TO EXPOSE 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 SHOUN INSTALL 30 GA GALV. METAL OR PLYWOOD ACCESS STRIP OVER AND FULLY CEMENTED AT LAP. INTERLEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, 20 JOINT AND ATTACH WITH ❑ FACTORY INSTALLED FELT 6" STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE - UP DETAILS / TAG WITH STANDARD GABLE A N0. C0 . ey. CIVIL (� OF CALIW� DRAWING ROOF CLOSE -t P APPLICATIONSV� `�„ TAG WITH STANDARD GABLE DRAWN BY D. HOLT DATE I2-21-94 S-30 Homs DpO� OCDi y� Omz� " 0O0DE-12 mN P�'MF'pf0�'mrr- n v8Iw�91'.-I i A -;A M� m�Om��� � Drp� � �OAEA m �r� � A -4r r 1 moTH �7pp m oor°�(P W ,0( Eri r i� rm0 r --- J-� ' , v r t�r rmO4&P °r-Xn3 t�i r mr Z D Z :l 4 / IMO UU 'O'��VQ zom / y�i D Ar -41 iP D (rcr Or 0O„ �� rN r oorg t5rm 9 m r AO AAO zz UpU °m C - w ADT D+`o mm&N �Z�� �NT� �r 4� D D DDtz I m U`r OGS tp AG\i m v X y� F 3 __ M CPp1 , O 4M �� i w (P mm U U r m m i w 3 r m d\ / zA(P I_ c� 4 �Q 5 o1w C ,, A y r mo �� �lmP P< CA -y D r (P �jj-,i� r N ZD��Ad z ..► Ap(MP mmw 12V rA obi f'rD__m�r m mrn t�yi(PA -(Ecp W D a 2 m m ''A PULL BACK FACTORY LIFT FIRST COURSE THE FACTORY INSTALLED FELT TO VENT FLASHING - GALv. SHINGLE COURSES REMAINDER OF THE IN EXPOSE ACCESS FOR INSTALLED SHINGLES METAL OR MINIMUM 50' SHALL BE LAID EAVE CONNECTIONS ROOFING MATERIAL OR OVER UPPER PORTION IN FACILITATE THE AND FELT OVER EAVE INSTALLATION OF VENT FLASHING AND TYPICAL APPROVED OF THE VENT INTER -WEAVING ROOF JACK FLASHING FLANGE FACTORY 5/I6" MINIMUM A9 SHOWN WITH EAVE SHINGLES PLYWOOD lS" SHINGLES SHEATHING MlK ( \ \�o � ASPHALT CEMENT FIELD INSTALL MOULDED AROUND PIPE AT (2) LAYERS OF TYPE 15 FELT UNDERLAYMENTFLASHING NOTES: CONTACT SURFACE. - FASTEN SHINGLES W/ 114"x 12 GA. FULLY CEMENTED BETWEEN (ALT: RUBBER GASKET) GALV ROOFING NAILS OR Px IN SHINGLES THAT OVEREAT LAYERS WITH PLASTIC, I6 GA. STAPLES. THE FLANGE TO BE FIRMLY ASPHALT CEMENT SHINGLES SHALL BE CLASS "C" FIELD INSTALL EAVE SHINGLES EMBEDDED IN PLASTIC ASPHALT CEMENT. METAL DRIP EDGE DIRECTLYDIRECTLY ON DECK WIND RESISTANT OR BETTER Wx TOWARD FACTORY STARTIWx AT INSTAALL D SHINGLESAND 3 WITH (4) FASTENERS PER SHINGLE PER 29- ❑ MFR'S. INSTALLATION INSTRUCTIONS ❑ ❑ 12 ROOF CLOSE - U P APPLICATIONS / VENT PIPE AT ADD - O N E A V E A ADD-ON EAVE INSTALLATION TABLE SHINGLES AND UNDERLAYMENT HOLD ROOF SHEATHING AND SHINGLES ROOF LOAD � BACK FROM OUTSIDE FACE OF SIDEWALL 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF 3/8" SHEATHING (GRAIN PERPINDICULAR I 10"s. EXTEND UNDERLAYMENT OUT 24" TO MAXIMUM EAVE 24• 24" 16' 16' 16• / TO TRUSSES) W/ rod NAILS 0 6" O/C 1 36" FROM THIS PONT (TO END OF FASCIA) PERIMETER EDGES, AND FIELD. I AND FOLD BACK FOR TRANSIT. PROTECT PROJECTION MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM 1 UNROOFED PORTION W/ POLYETHYLENE No. e xt• No. 6x2• No. 8x2• No. 6x2' No. 8x2• ING DRIP EDGE PER SHINGLE MFR'RS. _.j COVER FOR TRANSIT AND STORAGE. 1 x 3 LEDGER SCREWS SCREWS SCREWS SCREWS SCREWS SCREWS INSTALLATION INSTRUCTIONS �� r' CONNECTION AT 8'O/C AT 8.O/C AT 8'0/0 AT 6'O/C AT 8 -O/C 13) 7/16"x (3) 7/16"x (3) 7/16"x (3) No. 8x 13) No. 8x TRUSSES I6" O/G 1 x 3 LEDGER TO RAFTER RAIL 1 (ALT: 24" O/C FOR 20 PSF ROOF ONLY) 1 x 4 RAIL 1.75'x15GA 1.75'x15GA 1.75'x15GA 2" WOOD 2" WOOD FASTENED PER TABLE AT RIGHTNOBS CONNECTION STAPLES STAPLES STAPLES SCREWS SCREWS 2 x 6 EAVE 24' O/C 16' O/C 16" O/C 16. O/C 16. O/C I x 4 RAIL FASTENED TO - FASTEN SHNGLES W/ 11/4"x 12 GA. BLOCKS PER TABLE AT RIGH? 1 GALV ROOFING NAILS OR IN IN BLOCK SPACING MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM I" x 24 GA. STRAP * EA. BLOCK 16 GA STAPLES. W/ (1) 1/16" x I" x 16 GA STAPLES I - SHINGLES SHALL BE CLASS "CO.. WIND RESISTANT OR BETTER OFESSIO Pp N� EACH END OF STRAP 1 P 2 x 8 FASCIA TO BLOCK W/ x I6 MINIMUM RAFTER RAIL �S,� JOSE y," + PP (3) trod NAILS O N0. SIDEWALL C042077 2 x 6 EAVE BLOCKS SPACED 3 PER TABLE AT RIGHT EQi 2 x 4 BLOCKS BETWEEN EAVE BLOCKS • 48" O/C (EVERY THIRD BAY) FOR I6" CIVIL AND 24- 01C (EVERY BAY) FOR EAVE24" �ArEOFCALIFO���� 1/2" HARDBOARD SOFFIT W/ 6d NAILS E, FASTEN 2X6 EAVE BLOCKS • 6" O/C PERIMETER EDGE, 4 FIELD_ TO EACH END OF 2X4 BLOCKS W/ (2) trod DRA"""G RAPPPLIC TIONS ROOF (DADS SEAL, CAULK ETC. JOINT BETWEEN MAX EAVE END OR TOE -NAILED. FASTEN (ON-SITE) 20 PSF SOFFIT AND SIDEWALL 2x4 BLOCKS TO I x 3 LEDGER WITH PROJECTION 30 PSF 40 PSF Cr a (3) IS X 21g" WOOD SCREWS PER TABLE ADD-ON EAVE 60 PSF 80 PSF AT RIGHT 8 �4 HOMES DRAWN er D. HOLT DATE 2-S DRAWNer _'DATE -95 _I S-35 A D D - ON E A V,E D E T A I L B AFTER RIDGE BEAM BOLTING PROCEDURE IS COMPLETED, FIELD INSTALL (2) LAYERS OF FELT OVER 4 EXTENDING 6" MINIMUM EACH SIDE OF RIDGE BEAM (2) LAYERS TYPE 15 FELT FACTORYINSTALLED FACTORY INSTALLED •--- SHINGLES I FACTORY INSTALLED VENT PIPE VENT FLASHING - GALV. METAL OR MINIMUM 50* ROOFING MATERIAL. HOLE TO BE CUT THROUGH FELT LAYERS FOR VENT PIPE AS REQUIRED FIELD INSTALL RIDGE SHINGLES PER DETAIL AND 8-30 6-Isa . HOLE MAY BE CUT /— M RIDGE SHINGLE FOR VENT PIPE ASPHALT CEMENT ' SHINGLES THAT OVERLAY ' MOULDED AROUND PIPE AT THE FLANGE TO BE BEDDED FLASHING CONTACT SURFACE. M PLASTIC ASPHALT CEMENT. (ALT: RUBBER GASKET) �O 2❑ 12 ROOF CLOSE - UP APPLICATIONS / VENT PIPE AT RIDGE DETAL JA NOTES: 1. THE ABOVE APPLICATION METHOD MAY BE FACTORY O QpOfESSIpp� INSTALLED AT NON -MATING RIDGES. ��`�SOSEPHFFyCy 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING `CPQ 1rOF�y A SLOPE LESS THAN 2" IN 12' UNLESS THE MANUFACTURER NO. WARRANTS THE SHINGLE FOR A LESSER SLOPE. C042077 3. SHINGLES ARE TO BE CLASS "C" WIND RESISTANT OR BETTER. Exp 4. FOR FASTENING SHINGLES, USE 1 1/4'x 12 GA. GALV. CIVIL ROOFING NAILS OR 1"x 1"x 16 GA. STAPLES. _ —mu ROOF CLOSE-UP APPLICTIONS VENT PIPEA T RIDGE' ��a DRAWN B7 DATE �+ D. HOLT 12-28-94 e±-40 HOMES FACTORY INSTALLED EXTERIOR FIREPLACE CHASE. (13'-6" MAX TRANSPORTATION HEIGHT) FOR SITE -BUILT CHASE FOLLOW FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS. R 1 O R F I R E P L A C E SITE INSTALLED A CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM . HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE TEN FOOT RULE. SEE NOTES AT RIGHT OF SHEET. FACTORY INSTALLED CHIMNEY THROUGH ROOF WITH ROOF FLASHING. (13"-6" MAXIMUM TRANSPORTATION HEIGHT.) INTERIOR FIREPLACE TEN FOOT RULE SUMMARY : THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK OF THE ROOF IS LESS THAN 10 FFET, THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FFET ABOVE THE PEAK OF THE ROOF PER FIG. A -A BELOW. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET, A CHIMNEY HEIGHT REFERENCE POINT IS ESTABLISHED ON THE ROOF SURFACE 10 FEET HORIZONTALLY FROM THE CHIMNEY EDGE. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THIS REFERENCE POINT PER FIG. B -B BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. CHIMNEY ROOF CHIMNEY 32 A ROOF OR LESS PEAK OF ROOF :t - oz •� f FIGURE A -A O'-0' PEAK OF ROOF o_z N FIGURE B -B 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY AND DOES NOT INSURE SMOKE-FREE OPERATION. TREES, BUILDINGS, ADJOINING ROOF LINES, ADVERSE WIND CONDITIONS, ETC..., MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. NO. C042077 Ezp.3-31-2001 /, "SET-UP INSTRUCTIONS" FIREPLACE CFMNEY INSTALLATION 32 DRAWN BY l DATE S-41 B D. HOLT f2-29-94 HOMES SITE INSTALLED CHASE EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM O HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS -- INSTALLATION INSTRUCTIONS AND 1� ,1 THE TEN FOOT RULE. SEE NOTES AT RIGHT OF SHEET. TEN FOOT RULE SUMMARY : THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK OF THE ROOF IS LESS THAN 10 FFET, THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FFET ABOVE THE PEAK OF THE ROOF PER FIG. A -A BELOW. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET, A CHIMNEY HEIGHT REFERENCE POINT IS ESTABLISHED ON THE ROOF SURFACE 10 FEET HORIZONTALLY FROM THE CHIMNEY EDGE. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THIS REFERENCE POINT PER FIG. B -B BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. CHIMNEY ROOF CHIMNEY 32 A ROOF OR LESS PEAK OF ROOF :t - oz •� f FIGURE A -A O'-0' PEAK OF ROOF o_z N FIGURE B -B 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY AND DOES NOT INSURE SMOKE-FREE OPERATION. TREES, BUILDINGS, ADJOINING ROOF LINES, ADVERSE WIND CONDITIONS, ETC..., MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. NO. C042077 Ezp.3-31-2001 /, "SET-UP INSTRUCTIONS" FIREPLACE CFMNEY INSTALLATION 32 DRAWN BY l DATE S-41 B D. HOLT f2-29-94 HOMES EXTERIOR WALL OF MANUFACTURED HOME CONNECT WASHER/ DRYER UTILITIES AS REQUIRED PER ZjjN 50 OPTIONAL: 5/8" TYPE "X" GYPSUM BOARD MAY BE APPLIED TO EXTERIOR OF MANUFACTURED HOME AT GARAGE AREA ONLY W/ bd COOLER OR WALLBOARD NAILS OR 11/4" BUGLE HEAD TYPE "W" SCREWS AT 1" O/C EDGES AND FIELD. (5/8" GYP. BD. APPLIED TO EXTERIOR OF HOME SHALL BE COVERED W/ MINIMUM 3 MIL. POLYETHYLENE SHEATHING TO PREVENT DAMAGE FROM THE ELEMENTS DURING TRANSIT AND SET-UP). r-- ---------------------� II II 11 II I DOOR BETWEEN HOUSE AND - I GARAGE SHALL BE MINIMUM I I 13/8" THICK SOLID WOOD OR I� , LISTED 20 MINUTE FIRE DOOR '- WITH SELF CLOSER II II I I I ALL WALLS ADJACENT I i I TO HOME SHALL BE OF I I I ONE HOUR FIRE RESISTIVE I j CONSTRUCTION PER LOCAL I I I i ENFORCEMENT AaGENCY I I SITE -BUILT WALLS II 11 II II II II ii SITE - BUILT GAR4GE 1i II II 11 II II II II II I I II II L`---7--------------------- ---J�- SI 24'-0" MAXIMUM L OPTIONAL SITE -BUILT ENTRY IN THIS AREA PER DETAIL 50 Z4 )TE_ GARAGE SHALL BE SITE CONSTRUCTED PER REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. VERIFY ALL MINIMUM ZES AND CLEARANCES WITH OCAL ENFORCEMENT AGENCY. 48 GARAGE HOME U?-t:NINC1 ICJ SITE CONSTRUCTED EXTERIOR SIDING —� ONE-HOUR FIRE WALL MANUFACTURED HOME OF MANUFACTURED HOME II REMOVE ACCESS I _ -- - COVER TO SANITARY 11 REMOVE ACCESS COVER I I TEE AND FIELD DOOR OVER WATER LINES, INSTALL WASHER ELBOW OFF OF FACTORY TRAP ARM' I I ONE HOUR FIRE RESISTIVE INSTALLED LINES AND " rr CONSTRUCTION PER LOCAL FIELD INSTALL HOT AND STANDPIPE r I I I I I COLD HOSE BIBBS FOR I I I I •' I WASHER - I DOOR BETWEEN HOUSE AND ENTRY/GARAGE SHALL BE SITE FACTORY INSTALLED I I 11 I II 13/8" THICK SOLID WOOD OR OF THE LOCAL ENFORCEMENT WATER LINES I I I I I I WITH SELF CLOSER SIZES AND CLEARANCES WITH FACTORY INSTALLED TT — II WASTE LINE, SANITARY ROO� VENT THROUGH I 1 1 FACTORY INSTALLED ELECTRICAL JUNCTION FIELD INSTALL WIRING. PLI 1 BOX ("J" -BOX) FROM FACTORY —y I I INSTALLED "J" -BOX h J 1 TO WASHER AND/OR 11 DRYER RECEPTACLE ��.. 1 II EXTEND FACTORY - - - - - - - INSTALLED GAS I I 1 PIPE AND FIELD I I I INSTALL SHUT-OFF I I I VALVE AS II I FACTORY REQUIRED FOR�gL-mow ===* —INSTALLED ^^''ffr GAS DRYER GAS LINE NOTE; ALL FIELD INSTALLED ELECTRICAL, GAS, WASTE AND WATER LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL ENFORCEMENT AGENCY. I PLAN VEW / SITE - BUILT GARAGE I A I UTILITY CONNECTIONS IBI PLAN VIEW / SITE - BUILT ENTRY AT GARAGE NOTES: i. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE/ENTRY BE INSTALLED AS PART OF THE ORIGINAL INSTALLATION. 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. NO. 0042077 E2004 'SET-UP IINSTRUCTIONS' SITE BUST GARAGE /ENTRY DRAWN BY D. HOLT DATE01-03-SbI S-50 %p HOMIFS U?-t:NINC1 ICJ EXTERIOR WALL OF MANUFACTURED MANUFACTURED HOME HOME _ -- - -� II NT FIELD� II INSTALLED W I ENTRY ALL WALLS ADJACENT DOOR TO HOME SHALL BE OF l l ONE HOUR FIRE RESISTIVE I I CONSTRUCTION PER LOCAL I I ENFORCEMENT AGENCY I I q 11 �7 11 NOTE: I I DOOR BETWEEN HOUSE AND ENTRY/GARAGE SHALL BE SITE GARAGE SHALL BE MINIMUM CONSTRUCTED PER APPROVAL 13/8" THICK SOLID WOOD OR OF THE LOCAL ENFORCEMENT LISTED 20 MINUTE FIRE DOOR AGENCY. VERIFY ALL MINIMUM WITH SELF CLOSER SIZES AND CLEARANCES WITH LOCAL ENFORCEMENT AGENCY. PLAN VIEW / SITE - BUILT ENTRY AT GARAGE NOTES: i. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE/ENTRY BE INSTALLED AS PART OF THE ORIGINAL INSTALLATION. 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. NO. 0042077 E2004 'SET-UP IINSTRUCTIONS' SITE BUST GARAGE /ENTRY DRAWN BY D. HOLT DATE01-03-SbI S-50 %p HOMIFS SITE-BUILT "CALIFORNIA" GARAGE GABLE TRUSS 2 x 3 MM RIDGE ROOFING MATERIAL, OVER (2) LAYERS OR CONVENTIONAL 2 x 6 DF 02 CONT. SUPPORT PURLINS FILL FRAMING OVER MANUFACTURED NOME FRAMING RIDGE BOARD TYPE FELT (OROVER 5/16° OR AT 48" O/C )BEYOND) 3/8° CDX PLYWOODD 2 2d/0 INDEX WITH , 5/8" Tl PE "X" GYP. SIMPSON "LU26" 5-55 FACE GRAM PERPENDICULAR TO BD. FLOOR TO JOIST HANGER FRAMING W/ bd NAILS AT 6 O/C EDGES, ROOF SHEATHINGF 12" O/C FIELD. VALLEY SWINGE APPLICATIONS i - MSTALL PER 5-30 OR 8-31 " ��-------- XI -------------1j I I I I ROOF LINE OF MANUFACTURED HOME 9 I I I I j 2x3 FLATS AT 24" O/C N � 11 IX II IX I 2x4 RAFTERS to (j F�------- --------------ly GARAGE TRUSSES AT 24" O/C OR CONVENTIONAL 2x3 SUPPORT POSTS M I I I FRAMING ANY PASSAGE DOOR AT 40" O/C MAX. ALONG X I 7 "CALIFORNIA" FILL I I FROM HOUSE TO GARAGE SHALL BE 14b" EACH 2x4 RAFTER == 1-=- FRAMING PER I SOLID WOOD OR LISTED 20 MINUTE I = s T - 5-55 I FIRE DOOR W/ SELF CLOSER 16 _- I=====T- _ _ ---- SECTION / CALIFORNIA FLL B _=====JI ROOFING MATERIAL, OVER (2) LAYERS 2 x 6 DF 4 CONT. RIDGE BOARD W I I 6-95j W I I ALL WALLS ADJACENT TO TYPE 15 FELT (OR EOL) OVER 5/16" OR I I X MANIFACTURED HOME 3/8" COX PLYWOOD 24/0 INDEX WITH (3) @d NAILS TOE-NAILED > I I 1 SHALL BE OF ONE-HOUR FACE GRAIN PERPENDICULAR TO AT EACH RAFTER TO RIDGE _ I I F I $IT1=iBUILT I CONSTRUCTION PER LOCAL FRAMING W/ bd NAILS AT 6" O/C EDGES, I ENFORCEMENT AGENCY. 12" O/C FIELD, (4) 10d NAILS OR (b) l/Xb"x 21/2x GAWE X FOR I INFORMATIONADDITIONAL SEE 19 50/ 2x3 FLATS 16 GA. STAPLES FROM 2x3 SUPPORT _ X AT 24" O/C POST TO 2x4 RAFTER I I L------------ 2x4 RAFTERS 2x4 RAFTERS AT 24° O/C AT 24" O/C 2X3 MIN SUPPORT POSTS (2) 10d NAILS OR (5) 10d LENGTH VARIES GARAGE SHALL BE SITE SITE-BUILT GARAGE CONSTRUCTED PER THE AT 40" O/C MAX ALONG (3) lAb"x 21,12"x 16 NAILS RECUIREMENTS OF THE EACH 2x4 RAFTER GA. STAPLES (TYPICAL LOCAL ENFORCEMENT 2 x 3 MIN RIDGE 1 (TOE-NAILED) EA END) AGENCY. SEE NOTE 1. SUPPORT PURLINS (2) 12d NAILS OR AT 48" O/C (3) l/Ib"x 2112"x 16 128 GA. STAPLES (TOE-NAILED) 12 PLAN VIEW / SITE - BUILT GARAGE A ELEVATION / CALFORNIA FLL FmmG Ic 5/Ib" OR 3/8" CDX PLYWOOD UNDERLAYMENT NOTES: ROOF SHEATHING 24/0--1 bd NAILS At b" O/C � MARIERIAL 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE PROFESSION EDGES,12" O/G �. INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME )FREE STANDING). 0 '/! Q� JOSE P// c�F FIELD — — — \StF F j ro (4) 10d 2 CONSTRUCTION F F THE GE DTHE �P 2X4 RAFTERS NAILS OR SHS SUBJECT TOGN APPROVAL OFTHE LOCAL NO. AT 24" O/C (6)1/16 x ENFORCEMENT AGENCY. C042077 2X6 DF 0 2STAP� iro SGA LE 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE RIDGE BOARD INSTALLED AS PART OF THE ORIGINAL INSTALLATION. Ep. 3-31-2004 (2) 10d NAILS OR --4 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. CIVIL sj/IEOFCALIFO � (3) l/IF,"x 21'2"x16 CsA STAPLES (TOE-NAILED) ROOF LINE OF MANUFACTURED HOME 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. 2x3 FLAT 2x3 SUPPORT POSTS DRAWING'SET-UPROOF (DADS AT 40" O/C MAX. ALONG $T�UTTIONS° 20 PSF EACH 2x4 RAFTER GARAGE 30 PSIF DRAWN BY D. HOLT DATE 1-5-95 REVISED BY TM . DATE 11/25/99 S-55 8 qw HOMES ATTAMOENT DETAL D (FACTORY INSTALLED) ROOF SECTION AT TRUSS PROFILE I LE O_SITE INSTALLED ITEM - SEE SHEET S-62 SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF". FACTORY INSTALLED ITEM - SEE SHEET S-63 "FACTORY INSTALLED NOTES". GENERAL Imo$ 1.' 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 REOUIRED 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. QQFESSIOpq� �OSEPy�Fycy NO. 15 Exp. 3-31-2004 CIVIL SrATfOF CALIFO�N\P REVISIONS REVISED BY ���'M• RDOF LOAD ��FN HNGEDROOF CLOS 40 PSF �a CLOSE -OFF TE OMwx BY CRIB DATE 1-23-91 C-61 HOMES S I T E I N S T R U C T I O N S F O R C L O S E - O F F GENERAL N O T E S OBOLT RIDGE BEAM HALVES TOGETHER AT O MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". 1. ALL MATERIALS REOUIRED FOR SITE CLOSE-OFF SUCH SHINGLES. SHEATHING. FASCIA. OUTLOOKERS. BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN AT EACH END OF ROOF, INSTALL 2x6 No. 2 WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. OO H.F OUTLOOKERS AT 28" O/C WITH ONE OUTLOOKER DIRECTLY NEXT TO EACH SIDE 2. FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH OF THE PEAK. EXTEND ALL OUTLOOKERS THAT THEY WOULD EXTEND THROUGH THE BACK TO THIRD TRUSS FROM ENDWALL. HINGED PORTION OF ROOF. EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED 3. FACTORY SHALL PROVIDE PROTECTION FROM OUTLOOKER EXTENSIONS. FASTEN WEATHER DAMAGE ON UNROOFED PORTIONS OF OUTLOOKERS TO HINGED TRUSS TOP CHORD HOME DURING TRANSIT AND STORAGE. WITH (2) No. 8x3" WOOD SCREWS AT EACH CONNECTION. 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. CONTINUOUS 2x8 FASCIA BOARD TO OINSTALL ENDS OF OUTLOOKERS WITH (3) 16d NAILS 5. AT EACH END OF UNITS. FIELD INSTALL SIDING AT EACH OUTLOOKER. SPLICE FASCIA PER TO MATCH TYPE THAT IS FACTORY INSTALLED SETUP MANUAL DRAWING "S-16". ON MANUFACTURED HOME. INSTALL SIDING PER MANUFACTURERS INSTRUCTIONS WITH 6d 3/8" APA RATED 24/0 ROOF CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES OAPPLY SHEATHING OVER ENTIRE SURFACE OF SITE AND FIELD. INSTALLED CAP. FASTEN SHEATHING WITH 8d NAILS AT 6" O/C EDGES, PERIMETER AND FIELD. A MINIMUM OF FOUR ROOF VENTS OINSTALL (50 SQUARE INCH NET OPENING EACH) AT EACH HALF OF UNIT OVER CUT-OUTS IN FACTORY INSTALLED SHEATHING TO PROVIDE ATTIC VENTILATION. ROOF SHINGLES WITH UNDERLAYMENT ©APPLY IN ACCORDANCE WITH SHINGLE MANUFACTUR- ERS INSTRUCTIONS. SHINGLES AND UNDERLAY- MENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED SHINGLES EACH HINGED KING POST TO 2x4 OFASTEN LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. FK M*RS CAP TRUSSES TO EACH HINGED ND. REVISED BY DATE - ®INSTALL RAFTER CHORD WITH A 6 3/4" OVERLAP EACH SIDE. FASTEN EACH SIDE WITH (4) 8d NAILS. DnATnND SITE NUC STRTIONS FOR HNGE ROOF CLOSE - OFF 400 PS F'� Hows DqA- Br CRB DAIS 1-22-97 _22-97 S-62 F A C T O R Y I N S T A L L E D N O T E S GENERAL N O T E S t. ALL MATERIALS REOUIRED FOR SITE CLOSE-OFF SUCH SHINGLES. SHEATHING, FASCIA, aAPPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. © FACTORY INSTALLED SHEATHING UP TO HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND OUTLOOKERS. BOLTS. ATTIC VENTS, FLASHING, SIDING. ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. ©INSTALL 2x6-FL'AT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. a FACTORY INSTALLED SHINGLES AND DNDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 - FACTORY INSTALLED 2x8 FASCIA PER 2. FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND -.THROUGH�_THE;,� HINGED PORTION OF ROOF. STRUCTURAL DRAWING 96.03 OR 96.04 3, FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF E FACTORY INSTALLED 2x4 CONTINUOUS HOME DURING TRANSIT AND STORAGE. LEDGER FASTENED TO EACH TRUSS W/ (1) No. 8 x 3" WOOD SCREW. 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. nE.axrS M0. FEr6Eo at DATE oaAwdC HINGM ROOF FACTORY NSTAII NOTES " ioAo 40 PSF > HOME$ DAA" eroAiE CRB I_23-97 S-63 kA 7 v Cb N Lilt l 11 � a o� �"i_ce 'tea t. 77, Tl, ;fit LA � Ij i f N Cr) O -A OD E � -A Tl, ;fit Ii Ij i f N O -A Ss' E � -A 1 o o N O -A Ss' E � -A =I &N 0 a \k! 77-- pl� (TI r o N Ss' 30'x3; PI HOLES FOR 1/2' x 2 I/2' C.B. 18'xi'4'x3/4' PLYWOOD 24', 26', 28', OR 32= PLAN DOUBLE WIDE MOBILE COACH Scale: I' - 15' 3/VPLYVOOD SHEETS " 'HER WITH rHVS ALTERNATIVE PLYWOOD FOUNDATION PAD NOT TD SCALE LUNLn . OL-ri 3' X 3' PLATE MAX TUBE HEIGH . 'BOLTS/e' DMSTM lmn.E 14' LONG TUBE -_2' DIA 4 - 814 TEX STS STD PIPE 4 - 3/B' DOLT�TIGHTEN - o 3/16' 'j1ATE TO 180 TNN- CLAMP QX r PLATE 3/4' THREADED 3/16' PLATE LEGS t ROD TYP OF 4 PIER CD SISLSJ11C ZONE AS ESTABLISHED FOR PERMANENT BUILDING WITHIN A SPECIFIC LOCAL ►-N01 o b AREJL _ %0 S. THIS FOUNDATION SYS IOd 19 CONSIDERED TO CONSTITUTE A PERMANENT FOUNDATION. o .. 4. ALL PO07INOS ARE TO HE SUPPORTED BY FIRM. UNSATURATED UNDISTURBED COHESIVE 9011. FOOTIN09 ACNE DESIGNED FOR 1000 PST TOTAL LOA 9611. PRESSURE � ,� u m AND SHALL. BE COMPATIBLE WITH LOCAL 9011, CONDITIONS. MARRIAGE LINE. SUPPDRT PER MANUFACUT�URER'S � � � D. SHALL. BE FABRICATED ACCORD 70 AI9C SPECIICATIONS. SHAU TO 1 } L� J o o. ACCORDING AWS SPEMCA77ONS: INSTALLATION INSTRj{ &TH NS I I I I 111.807,'B:STAINDARD ASTM A307 � n, U I I I d ALL NETAL �]Q� S INCLUDING NAILS k SCBM. ETC. ARE TO HE cPROTEC cm N C7 8. THE PISR SUPPORT A99AIDIZM SNAIL BE COATED WITH SHERMAN WILLIAMS Eat -RCS OR NQUIVAUDI T. I APPROVED Ql c a CERTIFICD TESTING AND 7. 3tff 9ERVIS (Cq" 4j%TOL S: Q+ . .0-- a a. I/ITERAL : 1700 IBS. U1,71HATE LOAD ti Li D. VERTICAL : 13000 ULTIMATE LOAD _ y F t B. THIS SUPPORT SYSTEM IS M. PLACING MANUFACTURED BUILDING3 COXVMC'TED SEISMIC PIERI t I'[MNDA AM PADS tl 1 I Im1 VT�V I tmf tTV I fS{71 ICES! J SEISMIC PIER b FOUNDATION PADS �, 4 411 D4 4 THIS LOAD AS SHOWN IN THE MOBUS NO= INSTALLATION INSTRUCTIONS. d OLn oUTiNO LE 4 4 4 4 OUTLINE EACH E- C} r Q DNSTAIIJITION MANUAL WITHOUT MRWACMq= S INSTALLATION MANUAL, N i•1 OF MOBILE 87ATE MOWS HOMR9 PAR'S ACT. 13.17113 SYSTEM 19 ADAPTABLE WITH HOIIOW MASONRY BLOCK PIENS. COACH 30'x3; PI HOLES FOR 1/2' x 2 I/2' C.B. 18'xi'4'x3/4' PLYWOOD 24', 26', 28', OR 32= PLAN DOUBLE WIDE MOBILE COACH Scale: I' - 15' 3/VPLYVOOD SHEETS " 'HER WITH rHVS ALTERNATIVE PLYWOOD FOUNDATION PAD NOT TD SCALE LUNLn . OL-ri 3' X 3' PLATE MAX TUBE HEIGH . 'BOLTS/e' 8' SHIRT TUBE , I I 14' LONG TUBE -_2' DIA 4 - 814 TEX STS STD PIPE 4 - 3/B' DOLT�TIGHTEN - o 3/16' 'j1ATE TO 180 TNN- CLAMP QX r PLATE 3/4' THREADED 3/16' PLATE LEGS t ROD TYP OF 4 1'C X3/16' PLATE X 1 1/4' BOLT WITH HARDENED WASHER SEISMIC PIED Not to Scale C.P, SEISMIC PIEK1#1 - PATENT #5595366 f1m• ISO Df_ O II canvAiMa m 17 nfDuas 6-12', 14', OR PLAN SINGLE RIDE MOBILE COACH Scale: 1* - 16' 2 - 3/B' x V BOLTS REVISIONS -f-FIELD DRILL' HOLES RE7I[RENCIL-CALUMINIA CODE OF REGULATIONS, TITLE 28 AND U.B.C. 1994 LDMON. OPTION OF LP 4 - 814 TEX STS COACH C YW OR J BEAM 1/4'x2'x4' " x 3' ANGLE 3' WIDE' r PLATE 4 BOLTS SEISMIC PIER TYPICAL BEMa CDNNECTION;; Not to Scale 12 SO IN OVERSIZE FOR CHOPPING 5/8' X 1 3/8' FLANGED STAINLESS STEEL 'ANCHOR INSERT n 4x4 -4x4 VVF - 1' PRECAST FOUNDATION PAD Not to scale - REVISIONS BY RE7I[RENCIL-CALUMINIA CODE OF REGULATIONS, TITLE 28 AND U.B.C. 1994 LDMON. 04/12/99 LP I. DESIGN LOADS: YW Coo 05/18/00 CdE WIDER 90 Pd 40 Pd M B 4 OUBI� WID 90 Pd 40 Pd M B 4 •IDES 90 Pd 40 Pd M B 4 2. THE DESIGN WADS SHALL BE CONSISTENT WITH ROOF ,LVE LOAD, WIND LOAD. AND1 CD SISLSJ11C ZONE AS ESTABLISHED FOR PERMANENT BUILDING WITHIN A SPECIFIC LOCAL ►-N01 o (Ll AREJL _ %0 S. THIS FOUNDATION SYS IOd 19 CONSIDERED TO CONSTITUTE A PERMANENT FOUNDATION. o .. 4. ALL PO07INOS ARE TO HE SUPPORTED BY FIRM. UNSATURATED UNDISTURBED COHESIVE 9011. FOOTIN09 ACNE DESIGNED FOR 1000 PST TOTAL LOA 9611. PRESSURE � ,� u m AND SHALL. BE COMPATIBLE WITH LOCAL 9011, CONDITIONS. 5. STRUCTURAL S E13 - a, SHALL CONFORM TO AYIY AM � 38 ESN hMaNUM. � � � D. SHALL. BE FABRICATED ACCORD 70 AI9C SPECIICATIONS. SHAU TO � ►-i z o o. ACCORDING AWS SPEMCA77ONS: r•--1 • co � ii. PLATE8:A8TM A38 c � 111.807,'B:STAINDARD ASTM A307 � n, U 11.7 BittJ1DED ROD COIR DRAWN LOW CARBON WZDABIE � d _ ^ _ d ALL NETAL �]Q� S INCLUDING NAILS k SCBM. ETC. ARE TO HE cPROTEC cm N C7 8. THE PISR SUPPORT A99AIDIZM SNAIL BE COATED WITH SHERMAN WILLIAMS Eat -RCS OR NQUIVAUDI T. ►� W APPROVED Ql c a CERTIFICD TESTING AND 7. 3tff 9ERVIS (Cq" 4j%TOL S: Q+ . .0-- a a. I/ITERAL : 1700 IBS. U1,71HATE LOAD ti Li D. VERTICAL : 13000 ULTIMATE LOAD _ y F t B. THIS SUPPORT SYSTEM IS M. PLACING MANUFACTURED BUILDING3 COXVMC'TED WITH LONGITUDINAL OR CR138ry JOINTS. tl 1 S. THIS SUPPORT STSTEIM PLAN I9 DESIGNED TO HE CONSTRUCTED ON A FAIRLY ILTEL L) Ln J SITEWITH E»iQiG 801L PROBLEM. D' SETTLEMENT OCCURS DUE TO POOR SOIL. �, W OTE INTO 10. SUPPORT SY87iffi FOR CH A S BEAM SUPPORTS SHALL BE LOCATED AND 3II.ED FOR w � LA U THIS LOAD AS SHOWN IN THE MOBUS NO= INSTALLATION INSTRUCTIONS. d OLn 11.1N AREAS WffiUtE DD'l7�iT7AY. 9SITi�tiT (� �.) CAIN OCCUR. MANUFACTURED HOMES MAIL. BE READJUSTED WHEN D.S. EIMCETDB 1 4 OR WHEN �+ , IT WILL ADYERBELY AF VCTvai MANUFACTURED HOME. THE USE OF THE 12. STANDARD PIER & FOOTING SPACING PER MORALE COACH MANUFACTURER'S E- C} r Q DNSTAIIJITION MANUAL WITHOUT MRWACMq= S INSTALLATION MANUAL, N i•1 SPACING OF STANDARD PIERS AND PAD SUPPORTS TO BE DEIERNDMI) BY 87ATE MOWS HOMR9 PAR'S ACT. 13.17113 SYSTEM 19 ADAPTABLE WITH HOIIOW MASONRY BLOCK PIENS. FOUND TION PAD NOTES: E1 .1. THE FOUNDATION PAD SHOWN ON TIES PLN IS A PRECAST CONCRETE ]FOUNDATION PAD. pj THE PLYWOOD FOUNDATION PAD MAY BE USED AS AN ALTERNATE. .� 2. FOUNDATION PADS SHAM. BE PLACED ON ISM UNDISTURBED 8011. I U) 3. COINCRlB f01J1NDYROtN PID A. 3000 PM AT 28 DAYS AS TESTED AND MANUF. BY STARI= WEIGHT CONCRETE. B. PWXR1= PAD ORMRTA7ION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION z OF THE PAD BE PERPENDICULAR TO THE COACH BEAM (AS SHOWN ON THIS PLAN). O C. WHERE ISD CONDITIONS REQUIEM PAD ROTATION, NO MORA THAN HALF OF THE l-.1 PADS IN A TRAVERSR ,DQE CAN BE ROTATED 90 THAT THE LONG DIMENSION ',T._, (� OF TIM PADS ARE PARA11�, TO TEM COACH BEALL O d 4. ►•-i A. 3/4 INCH A.P.A. 48/2:4 ZXTI NIOR P.S.I.-83 CC. PLUGGED. NEF-QA387,P6P-108. CO CO .ZA COACH SIZE NOTES: z 1. MAmMUM t WOW OT SINGLE WIDE COACH - 68 FEST. cc) CZ7 O O 2. MAXIMUM LZKGTH OF DOUBLES WIDE COACH - 70 I=- �-' O Q I [= 1 3. UNLESS APPROVED BY THARP Nit ASSOC., ]FLOOR TO . RIDGE HEIGHT NOT TO EZCI'ED: A. 8 FLET VOR SINGIE WIDE COACHES. E -a B: 10 FORT POE E0 FT -DOUBLE WIDE COIN FELT DOUBLE WIDE COACHES. «-] Q; Q cv C. 12 FEET FOR 24. 26. & 28 4. FOR TRIPLE WIDE COACHES, FOLLOW SAM PLCS]M1 TT PATTERN AS ASHOWN ON THE . Qy Z Z ,cl O DOUBLE WIDE MOBILE COACH PLAN. ^ x" 5. FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLN OR RISFERENCED ABOVR, INC. Z ltd, W LAYOUT SHALL 83 REVIEWED AND APPROVED BY THARP k ASSOC.. In C4 to Z Lr) w BEAM SIZE NOTES: U C�2 Cz, ►.7 1. SPACING ON THIS PLAN E FOR COACHES WITH 10 INCH AND 12 INCH BRANSOR 0.11CQ a INCS gg O 2. FOR AN 8 INCH BEAM ADD AN ADDITIONAL ROW OF C.P. ANCHOR PIERS. BEAM SHOULD O MORN} THAN A -FEET. rz. V. UUIN I T �oaaoalouoenl'n'ey �+ta.ata+.+erT mDe agar au1 EPARTMENT APPROVED a�T,O CDUCCT10/e mom SEISMIC PIER AND fFOUNDATION PAD �+-..o-..�.-.moo. - •'p="�. ��--.r-„odmano •l 4 YIL�fpp AAAA-■Y►ypp '\ Cam x%&"m& 111 M l.: r:.• ELEVATION � � � f'o � � �'�-�..,s 4- �a t! 5co� IeYQ So - S F NOT TO SCALE 6 I ! a aw..�a•_ ,a_zG-oma r�11\I....v.. r 991..\1\\A1.111 .1 ., 1' 3,l U\1111AL JV-lk DATE, 09/08/97 SCALE, AS SHDWI DRAWN YMV JOB # 95-36-80 SHEET OF 1 SH7"ETS . -.... -,.__.,..,-..,....,.,,.._,,..--:.,,.,,-,-<.,...�.... ..,.,xn.,....,.-. .n,:. ,..tr.,c l.- --,,.^ ,_++c•.w-•d'?-�:^" r1 .c��••• F 71T en•. N T REVIEW iREBYpT• �D ��� BUTTE CO2-IJ� CALIF• DEPT. of FORES approved as submticons approved with con pe attach si eet. Date Sigi:.iJra ti � 5 rrC /oQ • I 1 O RSTRUCT y Fs qN O,�AGG e� Cit,7 F ljjp AI ; C\ SFR 0., IV T ��NCG OF S Rot-, T� N`�R j`°`�'� F��Nq 2� °�o °FRF S�oF$ �OV�E'✓T�NGG/N� '9M0 Atte, GtB 0 cout q -7 ?,Cp 1 CDF FIRE SAFE REQUIREMENTS c-� AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensurecontinued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures '(bridges, 1 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�} 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical -curves in roadways exclusive 1 of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�L 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. l�(,1 1270.10 Width. All driveways shall provide a minimum 10 foot l traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of • 1-, 4 AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [1J] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre arid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than l acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. (�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including 1_ chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel. modification shall be completed prior to completion of road construction )r fi-nial inspection of a building permit. Page 2 of 3 i � - AP # PERMIT N E Other Requirements [ ] if Building Setback is 15 to 30 Feet: Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback Siding from the following list: Stucco 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal j Other Butte County Fire Department approved materials i Date Signature Page 3 of 3 2. Assessor's parcel Number: 3. Installer's Name: 4. Is the site currently under permit? Yes[ pNol 1 Permit No. S. Is the site an existing site? Yes[ 1 No,[%f (If yes, furnish two plot plans). 6. What is the electrical rating of the mobUeehdme? Q Q . _Amperes. 7. What is the mobilehome site circuit breaker rating? per, a. What is the electrical rating of the mobilehome site? d� Amperes.--- 9. mperes.9. Is the main service remote from the mobilehome site? Y7�j No[ J If it is, what is the rating? Amperes. 10. Is there any other electric load o be served by the mobilehome site electric 5wvice (i.e. well, garage etc.)? Yes[No[ ] If yes, please identify the load and size: a) The mobile home site: Amperes- Load- b) mperesLoad•b) The main service: Amperes- Load - 11. Type of gas service at mobilehome site: Natural[ j Prop*nej1<,F None[ 1 12. Size of gas pipe at the mobilehome site from the meter or tank: /' inches. C 13. What is the gas pipe length from the meter or tank to the mobilehome (ft.). 14. What is the mobilehome gas demand? b feet on natural or *(This information is not required if the pipe length i less gas less than 50 feet on propane). THE 1DOF '1 FORM u ul • M 1 ORDER 1 . • May 1995i1`Y s ti t AIPPF(Ovt MAY -24-01 09:18 AM QUALITY COMM.. INC 2097454985. P.01 j{y ,15 22/2001 09:35 6163712262 OWWOOD SACRAMENTO PAGE 11 1 .r ' 05/2212GB1 MOB 3385343150 TOWNNOMNTRY PAGE 12 i • '• Mo6QtAom� M --..Mr huvr W114 klaktY44r; If othat tFisla Wfk ftmuh s m1p Modet NRsaiar: rvtm: (�.) h_4Sc:.._.t J T o 1 slW_,,.�.) x—.:_..,.(a•) On dl moNabom�e mau�hmml e� October T, 'IM, linWA eosaatitiou'oes icy t4woa MAMW am Ksmctaual "tap ibNu. LQ=S! ptr M VuW or bmdufon ✓J�, R, Coud*b Wackj 3 eta': - - - Provide TW Down Spode auras for sy MobBabomem ss li. i Lim I 1L UPS +N•...w1\rNNN.rN••r.NN•IN.NMr,I,W/�1111111N........ N1......... MMMN•\ .\.I.\I...r......................... Y..........•...... .... .•.. w.1.w Was .•1111 \r.HNHt111NNN.....••NNN.N..�.�1wyNN.NNN•....tiwN•..n111\HI.I/rN.\rw\nN •......•N.•..............1 rIrN...•.•.....nNN............ wr.r 0 ............. \r.Iw1..rN LkA{ .N....Iw.ttll/.I11\M\IIIN/1/11\/t111lt ItINI ' . 74wTfbk 4 i e 1 r Y.lse 1 opmfur , 1Y SLW minimum: [/t, j x s F.44 side ofopa*41 FrozY,nl�s-ximusn .�. with width over; 3� Lir11 Aint Lint 4 Pitts; dnimm. 114 1 x : try I S'us m'vnirnum: x -: Sptadtt� ms:dhnu� S' -8` Spm � . atom ede•ttaexitnum 1- ' -G- From es�tnsydmum Liao 3 ltatLou&: f a mwmm I11 i 5 s J;Sf Loouion Mom fond: 120, q.p I it's 418 V1 Lir: S Rut Los ' Site mwmatm, F Loottien (flsmn told): G DIVISION -BUILDING 7L- FUse: �� Date:Parking: Landscapi Other: w Signature:- Ijljl{,j G DIVISION -BUILDING 7L- FUse: �� Date:Parking: Landscapi Other: w Signature:- MICHAEL MOONEY 5AMADRoNEAVE CIVIL ENGINEER ORovILLE, CA 95966 1. RCE 20647 (530) 533-2131 FAx534-0902 1 Butte County June 1, 2001 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Lot 2 Robinson Mill Ranches Apn 73-320-22 On May 31, 2001 I made a site inspection of the proposed building pad. The proposed home site lays entirely in the cut section of the pad site. The pad is level. Drains have been cut into the northerly bank to divert drainage away from site. Pursuant to paragraph 40 on page 9 of the Geotechnical Report I recommend the requirements for a level pad, i.e. a conventional strip foundation of the type recommended for granular soils i.e. footings 12" wide and 12" deep. I recommend strip footings be reinforced with a # 4 rebar at the top and the bottom (13" oc horizontally). Spread footings per manufacturer's recommendations. 5h Sould the Clay material - whitish, grey color - be encountered in the footing trench the trench should be deepened to 24" in that material. Details included. Thank you for your patience and consideration. j N0O'34'49'E 2649. 9d' Y"' L J / NOD'!d'27"E 1'3Zj.ssNO-0058'-WE <Rs) /350.77' c0 92'\ a i RES T/vE iz_ OR/VE sao' ►� s03 es• - 3c d•/09l7Z2 / ' t RLE # .t•/30, L• 233. I/' � /«, �S �/ • ora j X3/4-!. r L.S..972d .4tCEPTn AS. 44y.p'c COMP PE,f (,f= SCALE -/00' LOT 7. Wv N Ob'3S '47 E Z/. 03' o 5. 7/ AC �' 1 �� % (w h v + SET &",M-049 L.S. �f202 �� .DO /I C: �' _ �� r FOI/RO AS NOTEO -17 7,051 D1 fC .. • CALCULATED POINT e o /o SL0 E=ZSO' L Ti C7� nI y O 2 I•�' N N SECT%ON CORNER FOUND 1 u . EASEM NT C' ; + 0•V(i �~ � % SECTN IOCORNER FOUND 9 LOT (R) 75 MAPS Z7 N .35 AC. iW (RJ 76 HAPS 67 ___e9 .6-s-_ _- - /Z4/� .,► (Rs) 14 AMP5 49 -Y!/CA COUNTY S *5'S0'37E V59' RECORDS. ALL DISTANCES ����\��� • < 9/. N23 p/ 231 H SHOWN ON Rt ARE GROUND. \LEACNFREE\EASEMENT : ,� .7f.53" ZO' LEACNFrTfE E 60. h THEY MERE CJ�V/'E/CTED TO rs) / w AREA �,• �" --N7/ 3G ZSE Zf 95" VV ,�,�� �°° ti, 3 ` NOT X66: o, 6RIO FDR T/IE PURPOSES ti 31 • cr \ �>! STS ✓ . IF 30X - - - - - - - - -�� / - .�s E 35/.�3, ^N3?'O/ %c"E as 4Z" OF THIS MAP. sT o • y �_ _ - ,yr A WELL SITES ♦ EX/STING /YELLS \\ � ,Y. /O SLOPE pb 0•a3. d • i!'4d .ZZ ` NOTES. 3 z L O`T 4 ^ /. XELL SITES AS SHOWN (AA) O ARE AREAS W/TH /00' AIMIMUM V • 5.00AC. NdioX*- E 4/37' LEACH FREE AREAS AROUND LOT /0 v ` /1101 z � TNEM. THOSE PARCELS SNOMV t ACH REE `, LOT .5 SS729:01F SAX WIM WELL SITES SHALL NAVE �E zN !WELLS PLACED IN THOSE %� / 5.88 A G , Z� Q o POS/T/ONS OR 1A1,1 POS/T/O�t/ '� IN . �b p [� ti !i. P,?0i�E0 CY TNEHEALTH DEPZ v �s 0el� LOT 3 ` _� h Z � �- C A , 33 afl' ;1 2. SINGLE HATCHED AREAS ARE A i 5 q SLOPES /N EXCESS OF TN/RTY I � so � , •�', �'•`� 5.79 A C. ,` .A \ b c: L EA 4 H FREE Q PERCENT AND ARE UNSU/TABLI- S Z/'Z4'04',6 L' 6. 97' FOR LEACRIA16 PURPOSES. ,I I % REa ,,r i`u `��• / / _ - f L r. 3. 00U3LE MATCHED AREAS / -zf2 S07 '55'54 E et.33" p /NDlCATE H/6H 6ROUN0 lf�,lTf�P J/A' v E - 'b s- / �• G/TC// h O `'i AND ARE AREAS UNSU/rAGLE • F�aE d r0 , s?� Q, �' ti FOR LEACH/N6 PU,QPOSES. 4 RAO/US XETURN:T AT THEFDOT N3/f/G0EF/ _ .. _ 1giG'/iT 9,riWAY OFALI STiWT LOT Z U IS, 1w% /NrERSECTiONS. - S . A FOUNDAT/ON AND G-CAD/NG rLAN, — .5.01 AC. t /JES/6NE0 LiYA,tEG/3TE(ED C/YiL Eng/vE O UN Witt QE REOb/A'ED .CEFD,fe,# Av/CD/Mi O� o �, /, b` 1 !ECM /j CAh/'E I$SVEO OAf ^V1, r N ` Y/i iOiC WITHIN TN/t SUQD/VN./A•V. E Y4 CO/t SEC. 20 /'/. P. L. S. 2900 ' !Y /. r /,S. 2900 LOT / �� /34% r L.S. Z943 •�_ � � CfY /.p Z. S. 1900 , - .'_ E -I t'E_ % ,3 t / 49G. 9 C' 7f 2 Z09. /•i' 7 / 5/0. 74' S//. d •(,p) � �. /9/..7-R 21 Vr26 07' 9 /3/G.NODS/3'47ly �iCJ Z�9L. /5' 2�3 4/ lM� — ZO Z9 BAS/S O,r BEAR/NGS w vV. 01111 8/-109 BASISAATV,4 EAR/N6S /S EAST L/NE OF SECT/ON�r ROBINSON/ / RANCHES �(//HES 5039/ f// c/0A1 1r�% 20 TAA'EN AS NOO'/3'47%Y GETifEEN THE SE / 1 [.� / y �J / V !Y/ L. L. f'1 / V (, r7 J V LJy �J ,yWAV, /A,f, a/ V CORNER ANO THE EA CORf/ER AS SNOfYN O,VIRJ ' ALL oisr�/vcEs ARE 49RIV .rNo Musr, dE i A PORT/ON OF SECT/ONS 20A ND 2/ T/9N R16 E, M. D, M. A/UL r/PL/ED 5Y /. 000/P. 4W TO OCTA/N CROUNO. L Y/NG /N THE UN/NC ORPORA TED A REA� OF B U T TE � 5fass0Cia es P 0. COX /576 OROI/ILLf, al, .93;945 COUNTY CAL /FORN/A . 'Ph. 0/4) t34 -/9!l SNEE T 6 0F5 rtnntrtvn. L.M, GtvL 10 Jt'HI.lIVl7 INSTALLATION - Jtt INSTRUCTIONS SCHEMATIC 1'4' MODULES �.... _2 s 12 FOUNDATION PLAN electrodes. 13' -8' 'A All 111AWAA 14' -0' 13' -6' 13' -1' 12' -8' 12' -4' r W_ M 1119 FA 1 12' -3x.,1 BOLTS Bo its sha I be A. S. T. M. grade A307. Bolt holes in -- }}vim, - -A CU 2 , typical at t 1/8" pier caps n REFERENCE California Code of Regulations, Title 25 5 Uniform Building Code, 1991 edition. INSTALLATION INSTRUCTIONS 6 A 6 -k -»-178- 78_ ONLY. 10 7 • f•� - 7 a 9 Ni yp, 4 IN s i des .i. M M typl 4 16 12 1/8"-� s i des ter;1 STRUT y CHASSIS BEAM MAXI -PIER GENERAL NOTES (J)/''�� f^1-'1►1\IT/'1►1A1AT1-1"fn - STEEL A t t stee t sha t t conform to A. I.R. T. M. (non t C t r -n+ f ►iT 1 / I YPiCAL MANUFACTURED HOM1E y i e ld strength of 36, 000 r m i n l mum g P. s. t., unless otherwise noted, All steel components .to be protected with agatvanlzed, zinc, or epoxy coating applied either before or after installation. WELDING Welding shalt be by qualified personnel using E70XX PERSPECTIVE VIEW SHOWING LUMBER PADS 8' MODULES 10' MODULES 12' MODULES 1'4' MODULES 16' MODULES _2 s 12 14' -8' 14' -4' electrodes. 13' -8' 'A All 111AWAA 14' -0' 13' -6' 13' -1' 12' -8' 12' -4' r W_ M 1119 FA 1 12' -3x.,1 BOLTS Bo its sha I be A. S. T. M. grade A307. Bolt holes in 11' -4' - -A steel shalt be equal to the bolt diameter + 1/161. REFERENCE California Code of Regulations, Title 25 Uniform Building Code, 1991 edition. INSTALLATION INSTRUCTIONS A THIS PERMANENT FOUNDATION SYSTEM IS DESIGNED FOR USEIWITH HUD -k CODE OR CALIFORNIA HCD CODE MANUFACTURED HOMES OR MOBILE HOMES ONLY. THIS PERMANENT FOUNDATION SYSTEM IS INTENDED TO SUPPLEMENT THE -SPAN B SPAN A SPAN A SPAN B STANDARD SUPPORT SYSTEM AS SPECIFIED IN THE HOME MANUFACTURER'S - INSTALLATION INSTRUCTIONS. THE MANUFACTURER'S INSTALLATION MAXIMUM HOME LENGTH = 66'-8' INSTRUCTIONS SHALL BECOME A PART OF THE FOUNDATION SYSTEM PLANS. t IN. -THE ABSENCE OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, (4 BRACE SPACING DOUBLE -WIDE MANUFACTURED HOME PLANS AND SPECIFICATIONS SIGNED BY A LICENSED PROFESSIONAL SHOWN - SINGLE AND MULTIPLE UNIT ARCHITECT OR ENGINEER COVERING THE INSTALLATION OF THE PARTICULAR SIDE VIEW HOMES SIMILAR, HOME < OR PLANS PREPARED BY THE INSTALLER USING THE STATE OF CALIFORNIA, DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT'S MAXI -PIER PUBLICATION 'MOBILE HOME INSTALLATION GUIDE', (CURRENT EDITION) MUST ACCOMPANY THESE PLANS, INSTALLATION INSTRUCTIONS OR PLANS MUST SPECIFICALLY PROVIDE FOR THE ACTUAL ROOF SNOW LOAD OF THE LOCAL AREA, SPECIAL SUPPORTS AT MARRIAGE LINES, RIDGE BEAM SUPPORTS, AND EXTERIOR WALLS MUST BE INSTALLED IN ACCORDANCE WITH THE HOME MANUFACTURER'S INSTALLATION INSTRUCTIONS OR SPECIAL DRAWINGS AS MENTIONED ABOVE, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE (1991) AND WITH ALL APPLICABLE LOCAL CODES AND ORDINANCES, FINISH GRADE MUST BE SLOPED AWAY FROM PERIMETER OF HOME S❑ AS TO PREVENT WATER FROM SEEPING IN UNDER THE SKIRTING, MEASURE THE LENGTH AND WIDTH OF THE MANUFACTURED HOME, MEASURE THE ROOF PITCH OF THE MANUFACTURED HOME AS THE VERTICAL DISTANCE THAT THE ROOF CLIMBS IN A HORIZONTAL DISTANCE OF 12 BRACE PLACEMENT INCHES, MEASURE THE WIDTH OF EACH FLOOR, FIND THE MAXIMUM DISTANCE BETWEEN MAXI -PIERS FROM THE TABLES BELOW, END VIEW MAXIMUM DISTANCE BETWEEN MAXI -PIERS ALONG EACH CHASSIS BEAM - SINGLEWIDE HOMES BASED ON 70 MP�WINDS _ t PERSPECTIVE VIEW SHOWING LUMBER PADS MAXIMUM DISTANCE BETWEEN MAXI -PIERS - ALONG EACH CHASSIS BEAM - DOUBLEWIDE OR TRIPLEWIDE HOMES BASED ON 70 MPH WINDS ROOF PITCH 8' MODULES 10' MODULES 12' MODULES 1'4' MODULES 16' MODULES _2 s 12 14' -8' 14' -4' 14' -0• 13' -8' 'A All 111AWAA 14' -0' 13' -6' 13' -1' 12' -8' 12' -4' r W_ M 1119 FA 1 12' -3x.,1 11,--10' 11' -4' - -A MAXIMUM DISTANCE BETWEEN MAXI -PIERS - ALONG EACH CHASSIS BEAM - DOUBLEWIDE OR TRIPLEWIDE HOMES BASED ON 70 MPH WINDS ROOF PITCH 8' MODULES 10' MODULES 12' MODULES 1'4' MODULES 16' MODULES _2 s 12 14' -8' 14' -4' 14' -0• 13' -8' 13' -40 3 i 12 14' -0' 13' -6' 13' -1' 12' -8' 12' -4' r t 12 13' -5' 12' -10' 1 12' -3x.,1 11,--10' 11' -4' MAXIMUM DISTANCE BETWEEN MAXI -PIERS'-,_ ___— ALONG EACH CHASSIS BEAM - SINGLEWIDE HOMES BASED ON 80 MPH WINDS ROOF PITCH 8' MODULES 10' MODULES 12' MODULES 14' MODULES 16' MODULES 2 1 12 5' -7• 51 -6• 5, -4• 5' -3. 5' -2, 3 i 12 5f -4. 5' -2' 5,-o, 4' -10' 4' -8' 4 :12 5'-1• 4-11• 4'-8. 4,-6. 4,-4. MUM ALONG EACH CHASSIS BEAM - DOUBLEW DE OE BETWEEN RITRII-PIPLEWIDE HOMES BASED ON 80 MPH WINDS ROOF PITCH 8' MODULES 10' MODULES 12' MODULES 14' MODULES 16' MODULES 2 i 12 11' -3' lit -0' 101-91 10' -6' 101-31 3 = 12 - .1 1 101-91 - 4 101-51 101-11 91-90 91 -5. I I 4 i 12 10' _3. i 9' -10' -I 9' -5' 91-10 81 -9' PERSPECTIVE VIEW SPACE THE MAXI -PIERS AS EVENLY AS POSSIBLE ALONG EACH CHASSIS VIEW OF BRACING SYSTEM ASSEMBLY SHOWING PLYWOOD BEAM, 1 EIF THE HOME' S CHASSIS IS EQUIPPED WITH OUTRIGGERS OR 'Z' SHOWING PLYWOOD FOOTING PADS TRY O LOCATE EACH MAXI PIER WITHIN 6 INCHES OF 23"1/2N A THE NEAREST OUTRIGGER OR CROSSMEMBER, IF THERE ARE NO PADS OUTRIGGERS OR CROSSMEMBERS, OR IF IT IS NOT POSSIBLE TO LOCATE A MAXI -PIER WITHIN 6 INCHES OF AN OUTRIGGER OR CROSSMEMBER, INSTALL ALTERNATE PIER CAPS WEB BRACE STRUTS PER DETAIL. • I. INSTALL NORMAL PIERS BETWEEN THE MAXI -PIERS AT THE SPACING SPECIFIED IN THE HOME MANUFACTURER'S INSTALLATION INSTRUCTIONS DRAWING NOTES DESIGN LOADS FOR THE APPROPRIATE SNOW LOAD. EACH MAXI -PIER CAN REPLACE ONE ATE APPROVAL NORMAL' PIER OF UP TO 4,310 LBB CAPACITY. O PIER CAP TYPE It 1/8' Thick x 8' long formed steel bracket w/ 16 2' x 2' x 3/16' A500 Group B steel tube shims # \ OBTAIN MAXI -PIER COMPONENTS WHICH ARE APPROPRIATE FOR THE C 2] 3/8' machine bo Its. w , 2 PIER CAP TYPE 21 C5x6. 7, C6x8. 2, or C8x11. 5 steel channel, 8' --�F 17 Inspection hole ROOF LIVE LOiAD 20 PSF INSTALLATION. DETERMINE THE PIER 'BASE H n O FOR EACH PIER LOCATION AND N EIGHT WHICH WILL BE BEST SNOW LOAD (MAXIMUM) � 30 PSF �. INSURE THAT THE HEIGHT T tong w/ C2l 1/8' formed steel gripper plates .each connected wl 18 Maxi -Pier t DEAD LOAD -: • E O THE BOTTOM 117 3/8' machine bolt. Location O D 10 PSF, OF THE CHASSIS BEAM IS NO GREATER AT ANY LOCATION THAN THE WALL DEAD LOAD 10 PSF MAXIMUM PIER HEIGHT 3 PIER CAP TYPE 3t (5x6. 7, (6x8. 2, or C8x 11. 5 steel channe 1, 8' p t er located as specified t f t ed t n the home ��:: � it;tMft.flxC?*� �r�rty SHOWN ON THE DRAWINGS, INSURE THAT THE PIER O tong connected directly to chassis beam w/ [2I 3/8 machine -bolts 19 manufacturer s instaltationptnstructIons - FLOOR LIVE LUAD �lAixl�� u }o RE APPROPRIATE FOR THE TYPE OF CHASSIS BEAM, 40 PSF CAPS A DEAD LI❑AD 10 PSF M (tom or [2] 1/4' selfdritting TEK screws. 20 Chassis outrigger SOIL BEARING PRESSURE 1,000 PSF 4 1' dia. x 6' long A572 Grade 42 threaded rod 99 VERTICAL CAPFACITY OF EACH PIER 3,864 L=S h►'c VED PREPARE A LEVEL SURFACE AT THE LOCATION OF EACH PIER. USE COARSE SAND OR GRAVEL IF NECESSARY TO PREPARE THE SURFACE. 21 Steel .chassis beam (type varies) LATERAL CAPA(CI TY OF EACH BRACE' 672 LES T�C"i'O CGltitZ�q� � ASSEMBLE THE LUMBER PADS BY NAILING .TOGETHER W/ C 12) 10 MAXIMUM HEIGFHT FROM GROUND TO CHASSIS 35 IN, d GALV. 5 Double hex nut 2 Specht pier or pier grouping located as specified to the SEISMIC ZONE 4 BOX NAILS SPACED AS EQUALLY AS POSSIBLE (2 NA NIM�wittltrtgrr►orr ��m�ce,p�,,�,1 ILS EA. PAD TO PAD 6 2-I/2' x 2-12' x 3/8' (min.) steel plate with a 1' diameter home manufacturer's Installation instructions. The design ,.. OVERLAP). PLYWOOD PADS ARE TO BE PRE -ASSEMBLED BY .THE hole centered to plate gn IIve loads shalt be consistent with local MANUFACTURER. 23 ' Z' Crossmember requirements for permanent structures. �ftwtslttt,4wity & 7 3/8' dIa set bolt with nut welded to tube � � 8 E' x 2' x 3/16' A500 Group steel tube - minimum 3' lap into 24 1-1/2' x 1-1/2' x 1 /8' x 17' Long C max.) steel angle brace with ends ��Mt�>Miiiwiq ASSEMBLE THE MAX I -PIER ON THE PAD, INSTALL FACTORY-SUPPL . . cd a co LO 4.) V Q) 4j .'.4 U W V drilled to receive attachment bolts. Secure to floor ,joist w/ [23 SHIMS IN THE STEM SO AS TO INSURE THAT THE THREADED ROD WILL NOT NEED TO EXTEND MORE THAN 2 INCHES ABOVE tube #93/8' diameter x 4' tong tap bolts and secure to chassis beam tn/ C iJ E E THE TOP OF THE UPPER O 2-1/2' x 2-1/2' x 1/4' A500 Group B steel tube 3/8' dtameter mach►n b tt CS i t ti W o ee ns a anon instructions)LOCK NUT, CAREFULLY ALIGN THE PIER ON THE PAD UNDER THE CHASSIS i - r BEAM. 4DRILL PILOT HOLES IN THE PAD THROUGH THE PRE -PUNCHED HO 10 1' dia x 3' tong standard pipe 25 Ftoot foist CItottom board not shown for clarity) ) � i LES IN THE+MAXI-PIER BASE PLATE USING A 5/16 INCH DRILLBIT. INSTALL it 1-1/2' x 1-1/2' x 1/8' steel angle 26 8' Galvanized utters ekes 9 O OWN - THE PIER CAP CLAMPS AND TIGHTENS THE TWO SET SCREWS IN THE PIER 9 P 1.r r .. STEM. 12 2-1/2' wide x 3/16' thick steelbaseplate .+ � � i 27 Typical corner pier location for spiked pads. See Note >*26�C± �_ G,l :.-Cc ; .. INSTALL C 1) 8 INCH GALVANIZED ZED GUTTER SPIKE THROUGH EACH CORNER 13 3/8' dia. tag bolt 3' long In lumber pads, 1-1/2' long in ptywood. 28 123 2x12 x 30' long pressure treated (umber pads ;#" OF THEtBOTTOM PLYWOOD PAD OR [1] 8 INCH GALVANIZED GUTTER SPIKE AAPP0� EACH END OF EACH BOTTOM LUMBER PAD, USE SPIKES AT THE FOUR CORNER 18' x',32' x 3/4' pressure treated plywood pad 29 131 2x12 x 30' tong pressure treated lumber pads PIER LOCATIONS ONLY. (ALTERNATES BURY BOTTOM ` JDM PAD LAYER IN SOIL) 30' x 32' x 3/4' pressure treated plywood pad PIER CAP TYPE 4t 1/4' thlcx 4' x 8' steel plate connected t /d� 15 30 _ REPEAT THIS INSTALLATTnm PRnrrntior cno rnru UAVT_nTt-n Shed 1 OF 1 Rev. 24 Jan. '01 CRP_„ F1 LP_REV050500.DWG 043PFP27_16:XLS 043PFL27_16.XLS