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065-171-032
65-171-32 + MIKE WILBANKS B08-0167 '065-171-032 6456 Elmwood Dr, M galia MISCELLANEOUS Patio Cover,'Cvd Pch COD OL�`�=�0-� Permit 2931-89P,E(u ' 1, MH) C"-. VERE.D DECK(128) - REDWOOD 065-171-032 ELEC. 9 �C� 6456 ELMU.'OOD DR i GAS MILTS, RON Substandard housing (see Code ) SUPPORT TRUCTURE REQ. Enforcement 8-8-00 (30 day) COMPACTION TEST REQ. - 65-17 Permit#3380-89MHI Issued'— � �_ -4_ IRE D E ORT 1 65-17 DATE: -1 �-' 2 �2_ _ 91P,E WILBANKS, A ene ' COMPLAINT TO INSPECTOR 6456 Elmwood, alia /� (utilitie/mh) g ELEC 7 O -14H GAS 001 La COMPACTION TEST RE MISCELLANEOUS Demolition - `s= DEMO MOBILE HOME AND DECK 12 6456 ELMWOOD DR MILES, RON AND BROOKSANN B07-1915 065-171-032 RESIDENTIAL SFD-Mobile Home PFS MH PERM FND 2562' REPLA ES 1 0 6456 ELMWOOD DR MILES, RON & BROOKSAN B07-1916 �� Z� 065-171-032 MISCELLANEOUS Private Garage/Shop / DETACHED GARAGE (576) 6456 ELMWOOD DR / MILES, RON & BROOKSAN •tom l�_�� r' ti..�� __ ■ - . �, 5 1 ♦�--', RESIDENTIAL 65-171-32 932-91P,E WILBANKS, Arlene 6456 Elmwood, Magalia (utilitie/mh) k , r ry S if I OFFICE COPY i I p Address i I� GAS I I Meter By Date I ELECTRIC 7 Meter By Dat _Y t—_ JOB FINALED (Det 7v �r— Signature i =OK = Not OK = Not Readyable MOBILE HOMES., Date MOBILE HOME UTILITIES Plans OK exce t #'s Zoning Requiremenis-Setbacks-Easements oils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4 ater; Location -Test -Easement Need (Sketch) Electricity; Location-Clearence r/Amp-Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. /�/"Nat. or/ /"L"ft./ /"LPG Utility Clearance Date Card B-1 C 1 Date Card B-1 Date,0,1 -4-? 1 Card B-1 Date Card B-1 DatTy MOBILE HOME INSTALLATION Plans OK except #'s Hing Requirements -Setbacks Easements ootings; Size -Spacing -Marriage Line es, MH Test-Demand-Valve—Connector Electricity; MH Test -Crossovers -Breakers -Clearances L/5—grain; MH Test -Fall -Flex Connector J, ' . Water; MH Test -Regulator -Connector Water and Sewer Connected -C/O to Grade -HD Approval f �c I agged -, Exits; Insp.-Sketch rt. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.: Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card 13-1 Date Card B-1 DatCard B-1 Date Card B-1 jv MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.: Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (,c ' = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /Fig. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s r 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes 0 No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearinq A. jingle & Duplex Date FRAMING (Continued) 45. Hangers -Post Caps=Anchors-Connectors 46. Cing. Joist-Rftr. ties -Pu rlin -roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes 0 No; Walks ❑ Yes ❑ No; Planters ❑ Yes O No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date `� D I COUNTY OF BUTTE DEPARTMENT OFIPUBLIGWORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle — Phone: 538-7541 - 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE Ao r1 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter• or need additional explanation, please contact this office immediately. 10- 1, llz,'11_1_91m� Ce)AfIF-e 4 15 CQ AJ AIW-c`T' ' 1q ra /2 a A Ui Date 0:12 C Inspecto �z" COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS r f 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE W.-166'Jh ?32-- 2 f OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additionall,Qanation, please contact this office immediately. ✓, v t �..// C L /9^7 Date / Inspector Cea2 L MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE , DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 / / PERMIT N0. Address or location of mobilehome tO �-- �0 0 0 Owner's name Owner's address Insignia or hud number— Manufacturer's n ?s 1-5-E-0 Manufacturer's name M 4 0 1.5 oy • `. Serial number of V.I.N. f-t��� �irYearmanufacture / Y isO(ficial�Appro`nstallation) (Date) v IF'THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 513B hWhite -_Owner, Yellow - Installer, Pink - D.P.W. "-£®UNTY OF. BUTTE - DEPARTIIAENT, OF- P4JBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION NO PERMIT ASSESSOR PARCEL NUMBER 65-171-32 ZONING RTlAW BUILDING PERMIT OWNER Arlene Wilbanks TELEPHONE 873-1109 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 1540, Paradise 95969 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation Is Filing Fee g $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 5,00 Ener Plan Checking Fee Energy 9 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6456 Elmwood Ma alfa Permit fee $ 25.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 399 SUBDIVISION NAME Fir Haven PARCEL MAP 21-33 Water piping - 5.00 Each etas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehomeo Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation(I Other ❑ Describe work: _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service SOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP .2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) (� I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.EI OR ADDNS. ACC. BLDGS. , /20sgft NEW CONSTR. U TI.OUTLET NO N.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. ) Ex. OCCup(OUTLETS OR FIXTURES 20@50C SAL@3o FIXED AL.NS. Ex. OCCup. OUTLETS P(RESIO .)OR EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed.revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue aga' s id Coun ln consequ ce ofth granting of this permit. X Date W Signature of Applico t — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TO AL FEE HALI CUA -1 PARK sc FLD CDF '— PAR PD I HD• ISSUE This permit is hereby issued unoer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. IR. TO OF PUBLIC WORKS 0;Z0J\1a BY,lI Date PERMIT EXPIR Date L--- Receipt No. �y?_ % WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT w r r .'fMyy --�..-+fir �'^..✓�l'"'rY'+.n.YM`W'i"ir � " ..w-,�_ "�V�.�irYs't�trf*'r�Z",.; K�"r.r.,.T•�'- .. .. COUNTY O�F.SUTTE - DEPARTMENT OF PUBILIC WORKS -BUILDING DIVISION { j i a 7 COUNTY CENTER -DRIVE - OR6NII�EZIFORNIA 95965 -TELEPHONE: 916/536-7541 ` E PERMIT APPLICATION DATA SHEET - � HET Permit No. /' OWNER I E- 614' ��V /� oOair A. P. No. 5- 1-21 Proposed Building Use/iil /y%E,�/ "'-Building Inspector At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... y Engineered truss details and layout in duplicate (required prior to plan check) 19 Mobilehome installation data including manufacturer's installation instructions........ `. ......................................... /i3141aeA 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... .12. Park fees paid .................................................... -71 1 School District fees paid .............. Sanitation approval from Health Department 15. City of Chico'plumbing permit ..................................... 16./Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate -of Workmans Compensation Insurance .....:............ 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .... . 24. Recorded copy of Agricultural AcknoWledgment Sta ement ......... 2 Letter of si nature authorisation ..............Q ` �! . .......... . _� 26. • 27.'" When y Issue the permit, rocess as follows:Mail to contractor. Telephone and hold for pickup !2mlffice. Deliver w/inspector. Other 4 Appl ican"-WilDate —9 ` Copy of Haz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date 41 Copy of plans sent Health Dept Fire Dept. Other Date By The following data -.Must be submittedNrior tQ Der it issuance: (Circle new item not checked above). ."� 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone---mall counter by ..date Contractor, designer, owner, was advised of above required data by—phone _mall—counter by date Plans checked b, Sets of plans on hold in Copy—DPW Date qi II M i Plans approved by File cabinet AP folder Date �►�j COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PAR��NUMBER %j ZONING BUILDING PERMIT O WNET nL GrJ� 1�J,ti ,�y, s LEPHONE �3-lrocr SO. FT. OCC. BUILDING VALUATION O WI•P_ OMAI LI NOG d- E/5 -VO /D ` '�/: / CONTRACTOR'S NAME W "J Ack TELEPHONE - CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee A$ $. ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ Z PLUMBING PERMIT Filing Fee 10.00 ���-m (�fJQ� Each Trap 2.00 Ci L Solar or heat pump water heater 20.00 LOT NO. c`f SUBDIVVIISION NAME /—/!t /7"R Iff1•� PARCEL MAP 2� `3- Water piping 5.00 Each qas water heater or vent 5.00 USE OF S UCTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New❑ Addition[] Remodel❑ Utililies ❑ Installation('; Other❑ Describe work: 36tt- _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason GSCCUP.tr� oa AODNST ( DWEACCLLING 21/:¢sgft NEW CONSTR ULTI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES eA 0530 Ex. Occup. OUTLETS II RESI DIFIXED APPLNS.RE A.)\ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permll Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyof Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue aga^st said Cou ty in conseque ce of th granting of this permit. X x.52- / Y Date 7_ Z/— C? Signature of Applic t - OWner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ructures oveer 3 stories in height. Mobile Home Installation Fee $ S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE _ $ ;2D HAz CUA PARK SCHL FSO PAR PD Ho IssuE This permit is hereby issued under sions or the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date No. / r P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, -APPLICANT Flo .-//- y- 9 / COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541' OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of ,the proposed property improvement (yes or no) Yes 2. I (have/have not) A ave, signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following'person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons. to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. I FJ BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM �✓ (One.Form,per Building) A.P. Number �QJ % — — 0 372, Building Department No. School District C�/1.�k City D County Jurisdiction Property Own / l� Project Location/Address "_�fK_4AJO(C 6 fi1A Subdivision Lot Number Residential Development:�4 I Sq. Footage ' 6 # of Living MHI Addition (Group R) Units Commercial/Industrial: a Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date (Floor Plans reviewed by School District Persbnnel) District IdNo. �� �h A U- ` School District certifies that (Applicant -Name). (Phone Number) (S eet Address) 01 (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the -payment of $_Mq'�o representing--�squar feet. Q 3 ll S hool District Representative- D to RE BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) 1� . J���7i1.• � a}.. I•� � t f f S F � i hA ~A W hlv+R, T FF wi '1,, h t •,� 3Ad�'�1 n S C Ar MX D/,�3 D/I A!/O Z314 f_ -^- MO b U. 1f iR E 5 r �•• r .A-10M ..4. .}i. h� fir, .4 � t' � �. /SSS''S. CucAr?ONG��,✓E-.•. D.�?,�7"i9R�0, Cwt,/FORNiR� � `< ;' r` 4 .0-3a.COTT/9 SY -� /►'1�9:NU �.�%�' %U� s C .S IWST%,C 1 X 72,0 / -TIV5 Tl4UC rlo.., S , z 0I 2d 2P00l=- , 1yer AOi9Q { :- A , • i .. TABLE OF CONTENTS Ori. nal ;,Y pando fbr 24 wide -Unit Written Instructions ......................:.....•.'••:. 1 Rolling expando room into position Pier Capacity 'Required footing area Pier' Spacing........«.«..:.................i....',... 2 Pier Beam......2 3 ...................................... , Expando connection to main Unit ..................... 4 ` Electric crossover..............:...................� li Expando flashing method .5 Bottom Board Patch Instructions 6 APPROVED Approval of these plans does notauthorl-e or approve a.r-y crr,ission' or deviation t•om ' requiremcs�is c Federal Mobile Home Construrti.,,i ants Safety Standards. One set of approvcd p: -ins shall be available at each place of manufacture at all times. STATE OF CALIFORNIA . Department of Housing, and Community Development Division of Codes and Standards No. w: By Date 0.0N 301976 � rJ 3 TABLE OF CONTENTS Ori. nal ;,Y pando fbr 24 wide -Unit Written Instructions ......................:.....•.'••:. 1 Rolling expando room into position Pier Capacity 'Required footing area Pier' Spacing........«.«..:.................i....',... 2 Pier Beam......2 3 ...................................... , Expando connection to main Unit ..................... 4 ` Electric crossover..............:...................� li Expando flashing method .5 Bottom Board Patch Instructions 6 APPROVED Approval of these plans does notauthorl-e or approve a.r-y crr,ission' or deviation t•om ' requiremcs�is c Federal Mobile Home Construrti.,,i ants Safety Standards. One set of approvcd p: -ins shall be available at each place of manufacture at all times. STATE OF CALIFORNIA . Department of Housing, and Community Development Division of Codes and Standards No. w: By Date 0.0N 301976 11 � rJ L t IIr . •i i i 11 3. 4. .5. ` 6. a r - •'•'y ,.• • .,•t r � � ,.'�.a—....:...�. �J ,��',t''s/�`+r�y. a ly ��rrf- r 1 (,t 1�c, t. YY1i�-7 _lx;,r 'r OPTIONAL EXPANDO ROOM FOR- 12 &' 24 WIDE UNITS Slide expando room out of main unit... With 2 (two) 411 steel angles (supplied by manufacturer.) Screw expando room -to main unit with 5/1611 x3�" lag screws. Use the 1"x2"0611'cleat'(#3 H.F.) as a guide to align floors. 'Cleat is secured to main unit by -manufacturer with 1�" nails 0 611 O.C. (see page 3 & 4 for expando to main unit connections.) Expando room shall be supported by approved -piers or supports with • required capacity of 700 lbs (min.) spaced * 4'.0" O.C. and one pier at end of expando-room. Use 2 (two) 2" x'411's on edge (nailed together 16" O.C.)-'full length of expando room between .supports & expando roam r F::.;.'.•' R floor joists. Approved piers or supports -shall be placed on ifi'dividual approved footings. fir: Minimum footing area 144 sq. in. Tie downs are required on expando units. See page 3. Electrical crossover: 3 -box to J -box - flex'cable with coaching, pigtails., A 15 amp. circuit is used.for expando crossover.. Check expando room for any unlevel conditions. Expando room floor -should, correspond with main unit floor. Relevel if necessary. 1 r - •'•'y ,.• • .,•t r � � ,.'�.a—....:...�. �J ,��',t''s/�`+r�y. a ly ��rrf- r 1 (,t 1�c, t. YY1i�-7 _lx;,r 'r I 241 III tl of 0 cv. 1. It it 13 y. i- .. ,_._. _. ..-...,,�„w ..�-.2.n+:,`�"�"= r. o-.,ter-,.-�-r-+-v"•'•^4+' .... .. - .__•__.. .. Ex/i,gAvoo C•o�vaGG Ti t 'rt . •,i•: USE: MA/A/ uNi r F 00% 94,'`c4c.+r uvocAe '.-XOA.dOo FtoolL b • ;FX l! (//�IT � • :.4 «STEEL :ANGL 6 L5[R�, fdEO To- MAIC ,; s r i � } s f "? ". >S�. • - ,S !/d!/T< `EX i'i1N00 w� T�/��x 3YAG Sc/tEl�,t,. r; Z .T« CENTER. BOYN 4 Of rKPAA(,Q:'2/Ar/T /.')(A".c 9G"CAo rE' A65 AASCSC�Q Jr'AOO&e 'v'O SiD� I✓AC. c.. f.. � �!' T�/fflL.• I C,eps50 ✓E12 ' ` ',' ..-------..._-....----•---___.__...___...�_. - _ .`l a ;t f -r _ NSA/N uN/ .. •-; 1'd/COVE'R: ,CX 0 4AI,p0 �MAN.ExT ClrO•SSO✓B.� Gb�INLrC7'Io�/ /il/4�v�OdAL. C/R'CrIITS TNaN• F"L�X/�4E ME rw� Co✓tnOui7� `�i�,c,p Ca„Y,y�Tio�� ,,U.0 W1,Cl/V6 //MIDI ✓/lOdlf LLi A04MV4)r.*PllJMQ 4IS/,YG GOLO,QEp Tir/1�iS . ME TNO�p of G'oNNECTIa� 7Yi ENSIJ.eE ,.: CiJPG�uIT' CO/Vi'/JVU/rY: E/✓E.eGJ2C• L'IR�uiTS '; .: �•� 71e IM/ -el Re&,* --M -A Y4'Al.-Al. SC.44AA1r..rqp47 WOc - Ate rf -4 Raox oA1*,-,v--,4^14c,0 Rues .Y.M-floe-CW; 4 -c -re -4 rH z USE ,rvA4.e hf--7-,i4 .1, Avzk. AAC;l e-0. C. r6.,WA1AI &-re 0AI TOP OF SCrCEl+IS ,.Y -,-Occs -apw ol" F.. Off IA ...IOC- 0SA cs- IIA-) kw 0 A p'.A tjjfD AS 00" " Olt" fro y,fI$gyp 6� FrA. 14)0. ,1 *9- jjAJ-A c 'Oro tip GAP for ft))Iojt pop 05 f ' -f PIVSE y 0)0 Xi. G,51,se Al --r44 -A-4SNIW4S 5CC4oPee',0 TO Af,oqlAl *P' Cw Arm^ ;TOOPLS -W,4 "T.Yk 4/A//7-, LoA-�oele 'roP s7-.',erewz) ,If• go*O*f Yd V. A ftW'."k Secver.G To EX P.yNuG R00r p¢ M�''Op- m*AA 'oar Y.,^ s Mwadr' r -q-4 7". SoYdIJA 0 jur ,v iAAav-4y Yo 7Q4x)rc"t TpP WAF 7jV4LP -0rAMrjW.,-. TA A- r4re /c V.-A;VIO C,-RO C Alt A r.4d0t&,D:D~Ae "After W1040f PRZ 'ON14. JL=PNALT/C -A 'TECHNICAL, BULLETIN 7iteTEC � Bulletin #1 Issued 9-18-73 Revised 3-4-74, MOBILE HOME UNDERSI.DING, Part I and II 3-8=75'' PART I RECOMMENDED INSTALLATION PROCEDURE Generally, three different methods for floor construction are used throughout the Indir ,.Each: of the follow- ing application procedures has proven to be highly practical from a production stan&pointand field tested; for both performance and compliance with Mobile Home building codes. #1 LONGITUDINAL. FLOOR JOIST DESIGN / BUILD -ON -FRAME METHOD 142"' 146" or 170".material, unroll.SEAL-TITE with black plastic side down. Care should be taken -to..! 1. Using ., ,.. . assure material is aligned. -straight with the frame and not on a diagonal angle. Allow.4" 6" overhang and rear. Equal overhang on both sides will assure material is" straight. t�F 2. Clamp SEAL-TITE between front cross member and perimeter joist, bolting same. 3.. 1 Afterjoading several floor joists on frame, pull unsecured end of material to. remove any possible betiween cross members. Weight of lumber will prevent further movement of material during floor c1.an= strucfion operation. .,. Another method is to place 2x6's nailed together, a 12' long pipe or any other heavy object on the hanging , unsecured end of material. Weight of object will restrict movement of material during unrolling of Ins:" �. lation blankets. .4. After floor construction is completed, SEAL-TITE should* be fastened to the perimeter joists by stapling on 4" centers using a 1" wide crown staple. (NOTE: Test air pressure by driving staple into side of joist. `I1..._."::-0£ yry staple countersinks into wood, pressure is too great! Problem can be corrected by slightly grinding tip driver blade. Adjustment is correct when tool drives staple flush to wood surface without countersinking.) Trim off excess material as necessary or fold under before stapling. .:f• ~{J" 5. Material repair - Sealing openings around plumbing and duct extensions - See repair and patching . in., " structions. #2 LONGITUDINAL FLOOR JOIST DESIGN / FLOOR TURNING METHOD 1. Unroll SEAL-TITE over completed floor framing with, the black plastic side up. Using 142", 146" or 170": Y . material, align undersiding -to one edge allowing approximately 4" - 6" excess front and rear. ' Fasten SEAL-TITE to the floor framing by stapling to perimeter joists on 4" centers over the triple rein- forced stapling band withal" -wide crown staple. 1.: 3 Material' repairs - Sealing openings around, plumbing and duct extensions - See repair and patching in structions. �r5 BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS.,.-,, 7 County Center Drive, Oroville, CA"% PHONE: 538-7541. r_.0 ,-fC,3 MOBILEHObiE INSTALLATION SHEET 1. Owner's Name: 2. Installer's Name:. 3. Is the site currently under permit? Yes r No (If yes, furnish permit number 3 - q c ) OR Is the site an existing site? Yes No F-1 (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes X \ 1 No F-1 (If no, clarify 11. What is the gas pipe length from meter or tank to the mobilehome?-=--=-------------------------------------- n * 12. What is the mobilehome gas demand? ---------------------- (BTU) *(This information not required if pipe length less thanft. on natural gas or less than 50 ft. on LPG.) 1a 9 ^ 9 I BUTTE COUNTY bUILDJNG DEPARTMEN APPROVED s�3/4, � J 5. What is the mobijehome electrical rating? --------------- ----- /;e:P C2 Amps 6. What is the mobilehome site service rating? ------------- , Amps 7. What is the mobilehome site circuit breaker rating? ----- r��"_ Amps 8. Is there any other electric load to be served by the mobilehome site service? -------------------------------- Yes 7X No �. (If yes, •J identify the load and size: WF (Load) JQ (Amps) 9. What is the mobilehome site gas pipe size? -------------- (in.) 10. What is the type of gas service? ------------------- Natural I _i LPG 17 11. What is the gas pipe length from meter or tank to the mobilehome?-=--=-------------------------------------- n * 12. What is the mobilehome gas demand? ---------------------- (BTU) *(This information not required if pipe length less thanft. on natural gas or less than 50 ft. on LPG.) 1a 9 ^ 9 I BUTTE COUNTY bUILDJNG DEPARTMEN APPROVED s�3/4, MOBILEHOME SUPPORT DATA If other than single wide,► �,, ',,r sc;.,, , Mobilehome Mfr. rq [S(�yl/ furnish Setup Model No. �/e. i tc►�sC�� Year WidthjL�(ft.) Box Length 60 (ft.) Tagalong or Expando Size, ft, x ft. ti+r.r , `- � E l On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural —setup sheets (if not on file with the County of Butte). FOOTINGS (check one) 1. Wood -pressure treated or foundation grade. 2. Other (specify) SUPPORTS (check one)U2 �1- T Concrete block. 2. Other (specify) Pier Footing Sizes and Locations .SINGLE -WIDE 1� Line 1 Line 1 Piers: Line 1 Openings: Size -Min. ------------ Size -Min- ---------------- Spacing -Max. --------- S ;- Each Side of Openings From Ends -Max. ------- '_ Q With Width Over --------- " Line 2 Piers: Size -Min .------------ „x „ Spacing -Max.--------- From Ends -Max .------- Line 3 Roof Loads: Size -Min. ------------ Location (From Front) Line 3 Piers: (Under Bearing Wall Only) Size -Min .------------------ Spacing -Max._______________ From Ends -Max .------------- Line 4 Piers: Size -Min .------------ k ' Spacing -Max.--------- From Ends -Max .------- N Line 5 Piers: ,,(Under Bearing Walls Only of Size -Min ------------------- 'k Spacing -Max.--------------- From Ends -Max .------------- '- Line 5 Roof Loads: - Size -Min ------------- _ ,Ix „x „x „x „x „x E_ Location (From Front) _ _ _ _ BvtrE COUKT-Y BUILMNG DEPARTMENI APPROVED i � i I'I l � I I I � j• j I : I I I I I I I I I I i Shoh'q. �e,,r by i5 Ci I�C�t1�t +_-' o �l iFiIj It ilil 1r�f5. ---II - --- - - - - - -- - - h 0.- `t 4`� tAr ;•.,►t :.y -tom • E?8 c� I`rl f t# I �rC14enDErinis ioh f� t� p�C9'f I o ! r o Asa+ ! I, .. /u.. .__.-----._.I__....---�- •--- -- �----------t-__. --- ----- — = - ---t-�--�1---130-- I 11_ I I I : I : GID I. •'t ' ' ; _i.. : li •/ / � I SJ�•N•J r , : : /' 11 I .lila I .SJ.3Ati?,jIC- • ' -- I LL_._..-- � I 1 l IFGLA i I I GJ j ft. from.. he - ,... - - - ._ _..•_ _ � { so _.�._ opQ!"ty !fines and a set ack. RePIA� er Y I rroad Lind ro 50t rty the _ I __.I._. - ztea c�nter!i e shalt - r s or equ�Pmer# exc gt u I v; rucfi i rliatha 4 : _.. �v.SR rn 30 t� •._""�_"!"�� — . ....._. SeP$ie,A� le c1� [,all I �I � _ ._. � � .. Gy : I f I T I , _ -- _ -- - J- --- - - -- ---- 500,1 DEPAR FO R . M SILfS ;. IV APP -40---- - - -- - ---- - --- -- - ._... I-- - - -- i � •f I ' : R W J' Me'- P: 9 So 1y . I 11 Ko : 161_PL*An) ''/z.34T.: c. �.loT. 399... iS� I � If•.IcNeJwSdOJiu; .-! --I-� � I �seALe. , . `� n. aIF 1.s= 171- 7z - t+�i#elAt 1•/ _ 1d M, \1\AL 3ANVS 41- q1 OV 7' 4,e 3 A1,441 re C-4 ma-. 20 & 24 WIDE UNITS Y. -Start leveling procedure at drain line point on A -half or utility side. Level unit as low as permissable in compliance with federal code. Approved piers or supports with a required capacity of 3800 Lbs. min. spaced 810" from drain line point on I-beam toward front of unit, then from drain line point. toward rear of.unit and one at front and rear of unit, with.a max. distance of:32" from end of unit to the first pier. Keep unit level. Piers or supports will be placed on individual approved. footings (min. footingearea.576 sq. in.. -with pier spacing @ 810" O.C. on firm, undisturbed soil or compacted fill. Where unusual soil.,conditions exist, footings shall be designed to compensate.for such conditions, 2. Where'tie-downs are required see pages .2'& 1. 3. Place B -half into position next to A-ha1f..Align ceiling splines to conform w/'A-half. Attach roof.beam together w/approved fasteners and then bring floors together & level as -prescribed placing.piers.or supports at drain line point* Repeat step one (L) keeping unit level w/ A -half. 4. The two, -.chassis shall be joined together with 5/8" tie rods secured through holes-probided on the chassis. Five (5)•tie rods required on 641 units, four (4) on 601 6 56' units, and three (3) or 52' and .441 units. . 5. Water & gas connections:. All connections shall be made with materials, supplied by manufacturer. Minimum 5/8" water connection is required from coach to park service. Water and gas.crossovers shall be the same size as ` ..the pipes in the mobile home. The gas.connect.ion'to be same size as coach inlet piping. Approved water crossover connections are .required. Gas flexible crossover connectors shall be of listed type for exterior use. Gas crossover shall be made by a listed quick disconnect device.. Gas piping i system is,.designed for a pressure not exceeding 14 inch water column (1/2•per sq. in.) &-not less than 7 inch water column. (1/4 per sq. in.) 6. Heat..tape shall,be used on units subject to freezing temperatures. Heat- tape eattape shall be of listed type for mobilehomes & shall be installed per manufacturers instructions. 7. Water supply system shall be designed for an inlet pressure of 80 P.S.I. - When.the mobile home is connected to a water supply having a pressure greater than 8O•P.S.I., a pressure reducing valve shall be installed. A master shut off valve shall also be installed in the water supply line.adjacent to the mobile home. 8. Sewer connections: Inlet shall..be-an approved flexible connector at each end of drain line. Crossover connection shall be an approved Caulder coupling. 9. Duct crossover: All units are upflow duct systems. Crossover secured by means of set-up when securing ridge beams and floors together. L0. Roofings All shingle 8 metal.roofing layout completed in manufacturing, except for hip A -ridge installment over ridge beam for shingle roofs and ridge beam cap installment for metal roofs. (See diagram Page 2.) 11. Within 90 days, above coach should be checked for any unlevel conditions..... i Relevel if necessary to correct. 1. • oF�o� 'o ,�roq�C k lk ori %) v.v \ V) 4h:�t3 Tcovr o e clj �g f ;r 0 a � W � O• L n �.� p.J�.. •:. of X Z o • oF�o� 'o ,�roq�C k lk ori %) v.v \ V) 4h:�t3 Tcovr o e clj �g f ;r 0 a � W ti � O . ���t TE•e . �•E�%�'�l .s UPP..oRT f +•., ;,=•.LOCATE GEn/TC�Z StJP�oe •r J�/�'� �9T Ems• EXL� o/� %✓I�.a i�E HoM E . , vNDKAr R Ar'Q Of - y✓�9 o R R /.OGE ��AM .BEAR/n/6 .7"06Y. 'LOCAT/aX Off' J�/Oaf E� • . ,SUPPQRT$ SEE /�(�X T 3 Pi9�3� 8. 'r,Go of W'4z z_ oR ( "POST C,04A�C ✓ mc-m DECKJAJO R/,oGE I3EA�? �L OG K /A/4& • I �- � r A/'PROVEP iOV/YfQ/� T�Q� SN�JADJ�Z 7r /NOS✓/D!/�IL ,�PP•eOYG'D /�D71AW r ,-.• t�E.t AS Rta�i. 1 fi�a►KT P�G.0 MWX. Ario.y EAf[�•• , A! OOE.t S: A R C H Z, J i K , �f77.4CN D/rA/i1/.0//1/E PROY/DEQ ar /ACYO�r AS SNOIYJV 1 , ' 1 X*A00 it +TRAA B 0770 ! r -! DRAIN ONT"T 7bcAC. 4a ll /RaM Slow �, � 4, •.I ,y x � w i _ I i � , f r ,f,7 fig. +. ( 1�'i. a'�'4 S. + - i 3 - .�- JAN 2;0� . f ,��� ;j +,1 �.'4 Tal ..�. .tit ' Y . q Ie�� ! �{ t f •i�'^4, i �LPt i *' -,c l '. - e° • •,'t �" a } f r..rf.N r .,: �� 9.`r' • y - ev�i!rt: / i. 1 3,a+y� ��/�y" `P� • � ljW* � � a � n . _ _ a _ •w; �•C,.• - l., d f7.�. -�s !,F"Yf� �.,.i+e '1a�''%'."�" •f:%�'`iC4�'y..���,Nf 3 �I� �'�'. ,• • -i• OC,' 7'/OA/ ' Go/YT/PJ 'y al- 3 -,t-". Zo'-8':. T=z" -•-� .ZSoo�'`�' 'f � 3300 -f `—.Za -'� - !00 ,�oX . //,���`-Z'��� zoo* Fc7UKp �TRitlGllT %SGO'# KITCNE//J l f!ITCJ�E�� o/v�r / \ oxLr 38ov'� eae"7ite MOBILE HOME UNDERSIDING TECHNICAL BULLETIN Bulletin #1:: Issued 9-18-73 Revised 3-4-74. Part I and II 3-8-76 PART I RECOMMENDED INSTALLATION PROCEDURE Generally, three different methods for floor construction are'used throughout the Industry. Each of the follow- ing application procedures has proven to be highly practical from a production standpoint and field tested for both performanceand compliance with Mobile Home building codes. #1 LONGITUDINAL FLOOR JOIST DESIGN /BUILD -ON -FRAME METHOD 1. Using 142", 146" or 170" material, unroll SEAL-TITE with black plastic side down. Care should be taken to assure material is aligned straight with the frame and not on a diagonal angle. Allow 4" = 6" overhang front and rear. Equal. overhang on both sides will assure material is straight. 2. Clamp SEAL-TITE between front cross member and perimeter joist, bolting same. . '• After loading several floor joists on frame, pull unsecured end of material to remove any possible slack between cross members. Weight of lumber will prevent further movement of material during floor con- struction operation. Another method is to place 2x6's nailed together, a 12' long pipe or any other heavy object on the hanging unsecured end of material. Weight of object will restrict movement of material during unrolling of insu- lation blankets. 4. After floor construction is completed, SEAL-TITE should be fastened to the perimeter joists by stapling on 4" centers using a 1" wide crown staple. (NOTE: Test air pressure by driving staple into side of joist. If staple countersinks into wood, pressure is too great! Problem can be corrected by slightly grinding tip of. driver blade. Adjustment is correct when tool drives staple flush to wood surface without countersinking.) Trim off excess material as necessary or -fold under before stapling. 5. Material .repair —Seating openings around plumbing and duct extensions - See repair and patching in- structions. #2 LONGITUDINAL FLOOR JOIST DESIGN / FLOOR TURNING METHOD 1. Unroll SEAL-TITE over completed floor framing with the black plastic side up. Using 142", 146" or 170" material, align undersiding to one edge allowing approximately 4" - 6" excess front and rear. Fasten SEAL-TITE to the floor framing by stapling to perimeter joists on 4" centers over the triple rein- forced stapling band with'a 1" wide crown staple. 3.. Material repairs - Sealing openings around plumbing and duct extensions See repair and patching in- structions. APS �- 31- OWNER Z OWNER /� 4 L Cyr, V1 L E?IOW 2a PERMIT MH UTIL.CLEARANCE DATE 5 `i� INSPECTOR V ELECTRIC GAS Support Struc. Compaction Test Rea. service size Other Load Tye Pipe Size Length YES NO YES 'NO l v� JO/ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER. 65-171-32 OWN, _-'"'•------""----- _,�..� Arlene Wilibanks ZONING RT1AW BUILDING PERMIT TELEPHONE 873-1109 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 1540, Paradise 95969 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None VNKNOWN Total Valuation is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 15.00 Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6456 Elmwood, Magalia Permit fee $ 25.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 399 SUBDIVISION NAME Fir Haven PARCEL MAP 21-33 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome[a Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 10.00ea 20.00 TYPE OF WORK New Addition Remodel❑ UtilitiesJU Installation❑ Other[] Describe work: 3BR relocation MH11 refer to BP #3380-89 Permit Fee $ 30.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service GOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business/POWER and Professions Code and my license is in full force and effect. License No. Classification. ❑ i, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.ai OR ADONS. ACC. BLDGS. , /20sgft NEW CONSTR. ULT' -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea APPARATUS e (SINGLE OUTLET C'R. I Ex. OCcup(OUTLETS OR FIXTURES 20050Q eALoso FIXED ALNS Ex. OCCup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. lyirin g 15.00 Permit Fee $ nn WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue a ' st said County in co a ence of a granting of this permit. Date ��%���.J Signature of ApplOnt — Owner � Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over3 storiesinheight. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE - TOTAL FEE $ 80.00 HAz. _ I cuA PARK SCHL FLD CDF PA PD 11; ISSUE, This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated abov for which fees have been paid. DI C; R OF PU IC WORKS By Date, PERMIT EXPIRES ate / -� / Receipt No.WHITE-O.P.W.. TEL LOW-AseC370R, PINx•INSPECTOR, GOLDENROD -APPLICANT 7 COUNTY CENTER DRIVE - OROVILt? , CAM ORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET /� Permit No. OWNER- /c/ N� �•I i LLf,�9�✓Y1 *% A. P. No. C 5' /%% 3 Z v -.N - .. Proposed Building Use u) 3Q6i-,;F . Building Inspector CSS Date y' Zl- 7 i At time ,ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: / DATE RECEIVED APPROVED 1. All items have been submitted . ........................ ... .... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. (C» 14. Sanitation approval from Health Department 15. City of Chico plumbing permit........ . Plot plan and business license approval from City of ` (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... & Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... `t 22. Certificate of Workmans Compensation Insurance .................. 3. 24. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... Recorded copy of Agricultural Acknowledgment Statement .. ' 25. Letter of signature authorization ..` ................................ . 26. 27. When you issue the permit, process`as follows:y Mail to owner. Telephone Other - off ice. ther and hold for pickup at Applicant office. Mail to contractor. _Deliver w/inspector. Date Copy of Haz-Mat form sent Health Dept. Fire Dept. ' Air Pollution Date Copy'ofplanssent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: U9,11 Contractor, designer, owner, was advlsed�'of.,above required data by_phone----mail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l_counter by date Plans checked by�W Date 4 ( Plans approved by _13W Date tx Sets of plans on hold in File cabinet AP folder Copy—DPW i TO Buildina Department(1014�') FROM: Environmental Health SUBJECT: Sanitation Clearance Uleve Viu'd4ag— k _�t456 W&oed 065-l?-t-a3L Owner Location *P6 AP#p � Plan Approved for: Sewage Disposal _2L-_ Water Supply '�t \ Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for 3 bedroom mobile home. Other C tig� NOTE * * * W4e'4 —ks --I/_ L.- Zo�it S rfit ri Date ,/- 1-,7/ gyp- OGs -►�- l - o3a f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS GGG 7 County Center Drive - Oroville, California 95965 - Telephone: 916/536-7541. APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER _ _ � s _ % 7% _ 2. OWNER ; 4 W 1 L - L e,��1(s ZON N 141,1 BUILDING PERMIT TELEPHONE 4673 001- SQ. FT. OCC. BUILDING VALUATION A 7/t�^ ' OWNEii:SOA;LINy�DDRE55/FVO CA CONTRACTOR'S NAME TELEPHONEE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 /744C�/r Lll� Solar or heat pump water heater 20.00 LOT NO. 2) 9 SUBDIVISION NAME 1 /a,/ PARCEL MAP 2 f ' 3 3 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeEff Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 4 45.00 Mobile Home G 116 1 10.00e 2� TYPE OF WORK New ❑ Addition ❑ Remodel E]2/ Utilities Installation❑ Other ❑ Describe work: 369 Re/-c,i p7o/,1 M H f /Uf'ilt- _ �° �✓� �3�Q_ SCJ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 11011 OR LESS 100 AMP OR LESS 10.00 c7 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑NON•RESID I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.(DWELLING OCCUP.Rd OR A.D.S. ACC. BLDGS. 2/20sgft NEW CONSTR ULTI.OUTLET BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES '20@090 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 / Misc. Wiring 15.00 Permit Fee $ 3 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1G I shall not employ any person in any manner so as to become subject !I� to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue aga' t said Coun in consequence of th granting of this permit. .. X Date 7 I Signature of Applic Y, — Owner �9 Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ Q �� u� HAz I CUA I PARK I SCHL I FLD I PAR PD HD ISSUE This permit is hereby issued under sions or the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No.744 7 WNITE-O.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLOENROO-APPLICANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541' OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed.property improvement (yes or no) 2. I (have/have not) d v e_ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Andress Phone Contractors License No. City 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. PARCEL CHECK LIST AND REOUIREKRM AP I 1. Parcel creation Map Book ZI Page 33 p'i�rL t4'AVhh/, L--Lsegal Parcel Creation date 60' R/W Certificate of Compliance Other ec i 2. Parcel created by subdivision map prior to July 1,7-949— Parcel size is less than 5 acres E Parcel exempt from items 3 & 4 below 3. Legal Access ,...___-.------------------------ _. Parcel fronts on publicly maintained road Parcel does not front on public maintained road Documentation on legal access submitted (must be by Title Co. or licensed engineer or surveyor) 4. Road Improvement Standards A. Parcel fronts a publicly maintained road Frontage Improvements not required Frontage Improvements are required Frontage Improvement plans approved and improvements must be installed prior to building occupied B. Parcel not fronting publicly maintained road 1. Parcel Frontage Frontage improvements not required Frontage improvements are required . Frontage improvement plans approved and improvements must be installed prior to building occupied 2. Parcel access to publicly maintained road Access improvements not required Access improvements are required Access plans approved and access improvements required prior to building occupied a i 0 n h ti PERMIT NO. 2-931-89P, (MH) � Aq PERMIT EXPIRES � MIKE WILBANKA OWNER i CONTR. owner ASSESSOR PARCEL 65-171-32 t LOCATION 6456 Elmwood Dr, Magalia R1 2657AVnAS :� (JFF NB LMWOO O / E". �Y 1 y J i r- t C2Qa�� i Dicks Temp. Power Pole Called PG&E Temp. Elec. Service \ Called PG&E Temp. Gas Service Called PG&E t JOB..FiM' Ell Signature = OK 0' Not'OK Not Not Ready MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel ewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing ectricity; Location-Clearanc -Grnd.-/-VQ Amp -Concrete �/ Gas; Location -Test -Wrap: /3 /"L"ft. r 6�_/"Nat. or/ /"L"ft./ ,X/"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors . Utility Clearance 7. Elec. w fL G,�_�DcctiP�E� w�' 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -81 GG Dateto oAcl Card -61 Date 10. Roof; Shthg-Roofing Card -B1/%% Date y/-2041-131 Date 11. Ext.; Steps -Doors -Landings _ Date MOBIVMOME INSTALLATIONplans) OK except #'s ing uirements-Set cks-Easements Card -131 Date Card -131 Date Footings•, -Spa ' g-Maniauu-me Card -131 . Date Card -B1 Date . Gas; MH as De d -Valve -Connector jT EI ricity; Crossovers a -Cleat ces Date POOLS (Plans) OK except #'s Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements ®Watt; MH a ulat Con r 2. Soils; Compaction -Structure Stability 7 a -ter and Sewer Connected-CE.Q-t Grade+0-�roval 3. Pool Structure; Steel-Connections-Thickness- Dead Men -Lining (PGas and Electricity Tagged 9,�Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 1QKCert. of Occupancy 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 Card -131 M Dat Z8 Card -131 Date Card -131 Date Card -131 Date 9. Health Department Approval P o a ,-1.e 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -131 Date Card -61 Date = vac - 0 =Not RESIDENTIAL (Single and Duplex) - = Not Applicable = Not Ready 4 Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks; -Easements -Flood -Slope 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -B1 Date Card -131 Date Card -131 Date - Card -B1 Date Date -- PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -131 Date Card -61 Date Card -131 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Liaht-Soa Liaht Card -131 Date Card -131 Date Card -61 Date Card -131 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -131 Date Card -131 Date Card -131 Date Card -81 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation-Walls-Clg. 60. Infiltration -Wal Is-Wndws 1 Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date I Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 4 63. Furnace; Vents -Clearance -Comb. Air -Connector- a In Garage; Above Floor -Ducts -Mach. Protection i 64. Bedroom Exiting i 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails 99� 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter q 72. Garage Fire Door; Swing -Landing -Closer s 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ Na; Planters ❑ Yes ❑ No Si. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl,-Clearance to Openings. 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 96. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -131 Date Card -131 Date Card -B1 Date Card -61 Date Card -131 Date Card -61 Date Comments at Final: (NOTE: An entry must be made each time you visit iob site) . _- ._ . � .._. ..,P.�.,.�--n..^-_�,.�-mob. �r-,... �..... a,....y,.. �.,, _- .':Y'La"f :.F `pa`....rp'..:.r'i pd•'."1°�' COUNTY OF BUTTE J DEPARTMENT OF PUBLIC WORKS .. 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE �✓� l �v✓/mss z � - � OWNER PERIVYT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. -VI ease notify this office �} when correction of work is completed. If you have any, question pertaining to this matter, or need additional explanation, please contact this office immediately. / f Uri £ •74 t 1-41 C-o✓� � � L � vL f G �1' o,� Inspector Date :--C=4TY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION "AND 'HERMIT PE IT NO. ASSESSOR PARCEL NUMBER �� ,,j r 71^ ZONING BUILDING PERMIT OWNER - TELEPHON - �7 S SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILINGA DRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 5, a Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS p /yam/�/ Permit fee PLUMBING PERMIT FIIingFee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each pas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehomea--Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe work: Penult Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification 1, as the owner, or my employees with Wages as their sole compen- J� sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. AOD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.ai OR ACDNS. ACC. BLDGS. , /zQsgft NEW CONSTRES'.. NCH C LET NON.RES10 .BRA CH CIRC TS 2,50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCCup(OUTLETS OR FIXTURES 20050t eAL030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Penult Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 'Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. all liabilities, getjudgments, costs andkeep harmless the ens ice may in f Butte way accrue ainst again d Coun i Ouse nce o e g of this permit. (�% q %� Date,L Signature of Applicant — - Owner El Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ e $fa TOTAL PERMIT FEE;�4,,$Aefl Occup. CONST.TTP! SCN 1. FLOOD PAR fv/ . � y=� 119UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMI EXPIRES Date_ the applicable provi- resolutions to do fees have been paid. WORKS Date�+2�7 —•".9 ��.� �i /'- 9 0 ,q Receipt No. -.. v q 8 0. �O WHITE-O.P.W.. TZLLOW-ASe[SSOR. PINK -INSPECTOR, GOLD IN RDD -APPLICANT 4. 1 COUNTY OF BUTTE - DEPAATMENT'OF-PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROAIILLE, CALIF�f)A`9%65 - TELEPHONE: 916/538-7541 s ., PERMIT APPLICATION DATA SHEET Permit No. OWNER A. P. No. Proposed Building Use �iS�T Building Inspector Date!a <i - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 7. 8. 9. 10. 11. —4Q<12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. All items have been submitted Plot plans in duplicate/triplicate, signed by preparer of plans........ Complete plans in duplicate/triplicate, signed by preparer of plans .. Complete engineered plans and calcs, with wet signature on plans .. Energy Design Compliance and supporting documentation ......... `- Statement of Intent for Non -Heated and AC Buildings .............. Engineered truss details and layout in duplicate (required prior to plan check) Mobilehome installation data including manufacturer's installation instructions ... / ...................... Fees of $ Z� 1�i�-Cf�l-�...................... Ll- Z'Z RG Chico Urban Area fees paid ........................................ Parkfees ,paid w...............................p.................... School District fees aid ................. ` Sanitation approval from Health Department ... City of Chico plumbing permit ...................................... Plot plan and business license approval from City of (see City for other requirements) Planning approval for (A) Use: (B) Parking: Improvements may be required. Driveway permit (construction approval required prior to occupancy) ... Pre-Inspec. request to Pre -Inspection for required ...... Building Inspector (Date) Contractor's license information (No., Name Style, Classification) ....... Certificate of Workmans Compensation Insurance .................... Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ Recorded copy of Agricultural Acknowledgment Statement ............ Letter of signature authorization ..................................... When you issue the permit, process as follows: Mail to owner. - -/ " Telephone �2 /�/ and hold for pickup at . ,- office. Other Mail to contractor. _Deliver w/inspector. Applicant!/�°,�/��'/ Copy of plans sent Health Dept., Fire Dept„ Other Date ' The following data must be submitted prior to permit,i suan : (Circle new_item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phorie__L1jnail_counter'by ' date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by—S Date Copy—DPW Sets of plans on hold in File cabinet AP folder BUTTE COUNTY SCHOOLS DEVELOPME*NT,R E CERTIFICATION FORM, (One Form per Building) A.P. Number (D �j'� �%/- Building Department No. School District f� G[.5 1 City r -__J County Jurisdiction Property Owner Project Location/Address G� Subdivision -/ `�&�/ t y, Lot Number Residential Development: 0 Sq. Footage �w of Living MHI Addition (Group R) Units '"Commercial/Industrial: C-Ir"V_�CGoo— �K uilding Department R DO Sq. Footage New Addition (Including Exterior Roofed Areas) esentative Date (Floor Plans reviewed by School. District Personnel) - District _N Id o. 3�n 7 aAX 41,f V '(;bAI W ,,Q -d School District certifies that (App`licant Name) v (Phone Number) j (}Street Address) CJS/ (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the payment of $ 00.� representing �� square feet. School District Representative Ddte ' PAID BY CHECK NO. BANK NO ! b ",,*16(, 7 PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL. -FEE (8/88) f ZC-+L+ . � a7d"�s; i i �se�pgo rhrdNy'� I I. Si�erfc! �u^la��Eia�ts�t�lti "hall. X3 •'A Vrcr ficiys'.,, taw' —e �•• o.€ir rye 24 ar _. cAr •4�IB .Esse 111. of :4 05 ruga �S? 3s' o£� 0tmi Unif �a , Btair''irl�, Pu�allr�ac�dlee6ziacc�l -: ��s r� lte� c+�t, .. ,c} y� . isslbn fro �e�` . :... •ff�' i p��ni� Niel be'c� Ire^ --for ' I : fan®s .of .off c. a o,. J dS I is `: I ilV QE .:.. set- - - - ars C r r ; I i �,J 0 5 t, clew 6eP COW. fin rl -�1: ? 11 H44(Vr-" I I i I - - - at! � (1�, r L 'I'6X V -- i i 1 LiL BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541. MOBILEHOME INSTALLATION SHEET 1. Owner's Name: Al 4- W, I YVAJOCf 2. Installer's Name: 11(41- 1. 3. Is the site currently under permit? Yes .� No X (If yes, furnish permit number ay 3 o) OR Is the site an existing site? Yes No (If yes, furnish two .plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes No F-1 (If no, clarify 5. What is the mobilehome electrical rating? ---------------• © 0 Amps 6. What is the mobilehome site service rating? ------------- Amps 7. What 'is the mobilehome site circuit breaker rating? ----- / f) n Amps 8. Is there any other electric load to be served by the mobilehome site service? -------------------------------- Yes No (If yes, identify the load and size: (Load) (Amps) ? 9. What is the mobilehome site gas pipe i e size.-------------- -----��� (in.) 10. What is the type of gas service? ------------ ------ Natural LPG 11. What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- (ft.) * 12. What is the mobilehome gas demand? ---------- ------ (BTU) 1-1441 *(This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) A� 4 1V MID ON `Q MOBILEROIE' SUPPORT DATA If other than single wide, Mobilehome Mfr.i9LG Nota furnish 'Setup ,Model No. r4Year�G/ Width (ft.) Box Length_,S ® (ft.) Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte).F`r FOOTINGS (check one)1. Wood -pressure treated or foundation grade. 7 2. Other (specify) iLL_..JJJ � SUPPORTS (check one) 211- Concrete block.�2. Other (specify) Pier Footing Sizes and Locations SINGLE -WIDE MULTI - Main Beams Line 2 Main Beams Tag or Triple Line 1 Piers: Line I Openings: Size -Min. -----'------ Size -Min. ----------------- „ - „x � Spacing-Max. --------- Each Side of Openings From Ends -Max. ------- - With Width Over --------- Line 2 Piers: Size -Min. ------------ 2 Spacing -Max. --------- From Ends -Max .------- d " Line 3 Roof loads: Size -Min. ------------ Location (From Front) Line 3 Piers: (Under Bearing Wall Only) Size -Min .------------------ 4 Spacing -Max.--------------- _ FromEnds -Max .------------- _ Line + Piers: Size -Min ------------- Spacing-Max ---------- From ------------ Spacing-Max.--------- From Ends -Max.------- _ Line 5 Roof Loads: Size -Min. ------ c ----- Location (From Front) Size -Min .------------------ "x Spacing -Max.--------------- From Ends -Max.------------- - " AP 4#�_��'7(� 3'Z—. OWNER PERMIT t 93 NEi I UT IL. CLEARANCE DATE INSPECTOR ELECTRIC -1 0,1 GAS Support Struc. Compactior. Test Re . Service Size OtherPipe Load •T a Size Length YES NO YESI NO -Zp v P v ar cT - l -e if - I'd \ .C/ g COUNTY OF BUTTE -, EPAP�TMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT � . �// ASSESSOR PARCEL N,PMBER �y _ ` Z NINE BUILDING PERMIT OWNER _ �- S EPHONE S0. FT. OCC. BUILDING V UAT N OWNER'S MAI G ADDRESS O '6 Q CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ JD.GG+ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS f Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP �' Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome(;3" Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home 144 GXWJ 0.00 ea ), TYPE OF WORK�� New ❑ Addition ❑ Remodel[]UtilitiesInstallation❑ Other ❑ Describe work: j Permit Fee $ ' Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V DR LESS 100 AMP OR LESS 10 00 (J , Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.ad OR AODNS. ACC. BLDGS. , /2dsgft NEW RES', I.OUTLET 2.50 ea NON•R ESID .BRA CH CIRC ITS POWER APPARATUS e SINGLE OUTLET CIR. Ex. OCCUp�OUTLETS OR FIXTURES 200501 eAL030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.Y 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ` Ov . MiscWiring 15.00 Permit Fee $ 5 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information 1s correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses_which may in any way accrue again a' Cou in consce of a gr n of this p mit. Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE ��` �Q Occup. CONST.TYPE SCHOOL _._ PwyD d/ PARC L PD —� ND 9D This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT A OF PUBLIC By / 1137* EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 0- b, r ���%^ Receipt No. WNITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT MOM: 'Environmental Health SUBJECT: sanitation Clearance Owner Location AP# Plan Approved for: sewa0e Disposal 'Water supply" Hold final for: Water Supply Final clearante O.X. for: Clearance for bedroom mobite home. other Nof"3, t Sanitarian Water supply — Dkte TO: Building Department FROM: Encroachment Permit_,117"'Iection RE: Driveway"Clearance 18 Le- & / -!5(al- 4�Zl '11A 13 owner location Driveway permit Lv ®�!+? o eelae si ature 7/-3Z AP # has been issued for the above property. e roa� c- date V - COUNTY OF BUTTE - DEPARTmEM-T-n . PUBLIC WORKS - BUILDING DIVISION • - +� 7 COLATY CENTER DRIVE - ORPVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Z Permit No. 6 OWNER A. P. No. Proposed Building Use = 1-1/.l jBuilding Inspector_.,- Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ........................... : ....... . 2. Plot plans in duplicaetriplicat igned by preparer of plans ........ 3. Complete plans in dup4eate-ftfiplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and.supportin'g documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 11.fe paid ........................................................ Sch� g',01 District fees paid ................. _.,193. Sanitation approval from Health Department ...� 14. City of Chico plumbing permit ...:.................................. 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: i17. Improvements may be required. /) 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required .... Pre- ret° •Builduingen. Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .........:.......... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ :W23. Recorded copy of Agricultural Acknowledgment Statement ............ 9-S--8,9 24. Letter of signature authorization ...................................... 25. 26. When you issue the permit, process as follows: Mail to owner. J_, -f Telephone and hold for pickup at A,- office. Other. Mail to contractor. _Deliver w/inspector. Applicant< ��r Date- / - (% 4' Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not check(d above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of.above required data by_phone_—nail—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by 67- Date Copy—DPW Sets of plans on hold in File cabinet AP folder Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT. Pa FOR RESIDENTIAL DEVELOPMENT 9,1,ction 26-8.1 of the Butte County Code requires this ..acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned - for agricultural purposes, and residents BUTTE COUNTY RECORDER of this property may be subject to incon- veniences or discomfort arising from the ACCEPTED FOR RECORDING use of agricultural chemicals, including, AT 8:01 A.M. but not limited to herbicides, pesticides, AUG and fertilizers; and from the pursuit 2 5 1999. of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority',use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: State County of 9QTt-£ ) OFFICIAL SEAL LARRY R. DUNCAN NOTARY F'USUC. CALI7BUTTECOUNTY Ay Canni Eapirn u.e Z PROPERTY0 NERS: day of , 19.(S9 before me, ......�.��b..�,. ...,teary Public, personally appeared MICia�L C>J • �1L �I�tJKr � St1SAciJ �. U.11�r�1`YS NI) D �2� F -3 , W L6Ai.)�S E] Personally known to me. © Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) Pt(LF subscribed to the within instrument and acknowledged that :BAKY executed the same for the purposes therein contained. IN WI'T'NESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No.Z- otary Public THE NORTH HALF OF LOT 399, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FIR HAVEN SUBDIVISION", WHICH MAP WAS RECORDED -IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1955, IN.BOOK 21 OF MAPS, AT PAGE(S) 31, 32, 33, 34 AND 35. EXCEPTING THEREFROM ALL THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND, WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL MINING OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE, AND THAT ALL SUCH MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS. HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF TETE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THE.DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION, TO E. D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947, IN BOOK 423, PAGE 385, OFFICIAL RECORDS. END OF DOCUMENT COUNTY OF BUTTE - Department.of .Public.Works 7 County Center'Drve, Oroville, CA 95965 Phone: 916-538-7541 OWNER-BUILDER.VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete. and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building.permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor .and ma erials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this .work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. egg -3219.3 B9-20419 _ THE NORTH HALF OF LOT 399, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FIR HAVEN SUBDIVISION", WHICH MAP WAS RECORDED -IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1955, IN.BOOK 21 OF MAPS, AT PAGE(S) 31, 32, 33, 34 AND 35. EXCEPTING THEREFROM ALL THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND, WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL MINING OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE, AND THAT ALL SUCH MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS. HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THE.DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION, TO E. D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947, IN BOOK 423, PAGE 385, OFFICIAL RECORDS. Y, n l 19ND OF DOCUMENT' . END OF DOCUMENT W t 1 w Is off.Of SO 110, Mike & Sue Wilbanks 6774 Quail Way Paradise, CA 95969 Dear Mr. & Mrs. Wilbanks: rm Eatte Comb LAND OF NATURAL W EALT.H AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE CALIFORNIA 95965 Telephone: (916) 5 538-7266 RONALD D. McELROY'- Deputy Director July 5, 1989 RE: AP 65-171-32 Application for Determination At the regular meeting of the Butte County Subdivision Violation Committee held on July 5, 1989, the committee granted a conditional Certificate of Compliance for the above -referenced property.. The conditions are: 1. Provide satisfactory evidence that a suitable site for the installation and replacement of sewage disposal system for a single family residence exists on the parcel. 2. Provide a letter or other documentation from Del Oro Water Service Company stating that they are willing and able to supply domestic water to the parcel.. There is a fifteen -day appeal period before this certificate can be recorded unless the enclosed waiver is signed and returned to this office waiving your right to appeal the committee's decision. If the conditions are met prior to the end of the appeal period period, a "clean" certificate with no conditions will be issued. Any appeals must be made to the Clerk of the Board. If you have any questions concerning this matter, please contact this office. Very truly yours, William Cheff Director of Public Works l J n Mendonsa JM/kk Assistant Director Enc. cc: Planning Department / Environmental Health Department Building Department ..... ut�eCoun LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7266 RONALD D. McELROY Deputy Director August 9, 1989 Safor Corporation RE: AP 65-171-32 Drawer 5176 Certificate of Compliance Chico, CA 95927 Dear Gentlemen: Enclosed please find the Certificate of Compliance which was recorded by the Butte County Department of Public Works in the office of the Butte County Recorder on August 2, 1989. The Recorder's Serial Number is: 89-28947. If you have any questions regarding this matter, please contact this office. - JM/ds attachment cc: Building Department Environmental Health Department Very truly yours, William Cheff Director of Public Works Jfihn Mendonsa A sistant Director 11 RETURN TO: Public Works Land Development Section - 89-028947 : R e c Fee .00 : Total .00 Recorded 11' Official Records',, , County of PUBLIC WORKS Butte ; Candace J. Grubbs ; Recorder 10:42am 2 -Aug -89 ; BG 1 CERTIFICATE OF COMPLIANCE Issued to: Safor.Corporation Drawer 5176 Chico, CA 9592.-7 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location: on the south side of Elmwood Drive approx. 600 ft. west of Wood'Drive. Paradise Pines area. 2. Assessor's Parcel Number: AP 65-171-32 Description : All that certain property located in the County of Butte, State of California, more particularly described as follows: The North half of Lot 399, as shown on that certain Map entitled, "FIR HAVEN SUBDIVISION", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, May 19, 1955, in Map Book 21, at Page 31, 32, 33, 34 and 35. EXCEPTING AND RESERVING THEREFROM, all of the valuable minerals beneath the surface of the said lands, with the right to mine and extract said minerals it being agreed and understood that in all mining operations the surface of the said lands will be protected against damage and that all such mining shall be carried on from tunnels, shafts or drifts, having their orifices outside of the surface area of the above described realty, all as excepted and reserved in the Deed from Magalia Mining Company, a corporation, to E. D. Storts, et ux, recorded September 4, 1947, in Book 423 of Butte County Official Records, at Page 385. Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-166 and Government Code, Section 66499.35 (b), to,protect the public health and public safety: NONE County of Butte Subdivision Violation Committee D OF DOCUMENT END OF DOCUMENT &U4 of quu OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Mike & Arlene Wilbanks ADDRESS: P.O. Box 154 CITY 8 STATE: Paradi GP, CA 95967 IMPORTANT: INSTRUCTIONSSEE DATE OF CLAIM: Ap�'- 1 9, 1991 ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) I AMOUNT Owner has decided not to do work. Permit #2932-89B,E, AP#65-171-32, Receipt #45105, dated 9/6/89. Total Permit Fees Paid ------------------ --------------- -$153.25 ---------------------- .4 .25 Retain Building Permit Filing Fee ----------- 10.00 Retain Electrical Permit Filing Fee --------- 10.00 Total Permit Fees Retained----------------------------- 60.25 TOTAL REFUND DUE -------------------------- ------------- $ 93.00 TOTAL $93100 I. the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. l G/ Dated this �. ...,�1....../.. ....... day of .... � F/..... 19.i.(.. at..ir••r[• :�•—•• 1.., Calif. G� Signature of Claimant I, the undersigned, hereby certify that, to the beat of my knowledge, the services or articles specified above have been performed or de- e livered and that there is a Budget Appropriation [D or Specific Board ApprovalO (Check one) Pep Dated this ear or .,,April 19 91 at Oroville• Calif. .....9th ..................... ........... ..... ............ .. , ...... ......... .........ent Head or Authorize Dept. Code 440-002 C de 4210500 PAYABLE FROM ......,,C'�n Permits FUND ........................................................................................................................................................................ DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. A/Zf,.� �� ��� �S� �� `'tic r1 S d(- f �� ow COUNTY OF BUTTE - QiEPARTI ENT OF PUBLIC WORKS 7 County Center Drives Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PEIIT NO ASSESSOR PARCEL NUMBER ZONI G BUILDING PERMIT OWNER . ,91 t"C_/ TE H N SO. FT. OCC. BUILDING VALUATION 0 V).6 OWNER'S MAIL:AA RESS ✓.�C/ CONTRACTOR'SNAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER VNKNOWN Total Valuation 1 $ p Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ V' Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS �/- Permit fee f -5 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 0.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ MobilehomeE?' Other SPECIFY Gas piping system 1 - 5 outle 5.00 Building sewer 5.00 Mobile Home is W 0.00ea TYPE OF WORK New ❑ Addition ❑ emodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: �� Permit Fee $ Contractor Contractor ELECTRICAL PERMIT Filing Fee 10.00 �- Main service e0ov OR LESS 100 AMP OR LESS 10.00 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP. OR ADDNS. ACC. BLDGS. h¢sgft p?. NEW CONSTR U TI.OUTLET �% 2.50 ea NON-RESID .BRA C CIRC IT POWER APPARATU e SINGLE OUTLET ChR. Ex. OCCup(OUTLETS OR FI TURES 20050t SAL&30 FIXED APP L OR Ex. OCCUp. OUTLETS (R SID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating ' Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses w ich may in any way accrue of this permit. agMNM�� X Date ���� Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE OCCu P. CONST.TYPEJ SCHOOL rwO,D /�J PARCE Jv// PD HD s t This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt N� WHITE-D.P.W.. •!CLO9-ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPA,.RTME*I'T.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORO,VILLE.,PALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMITr APPLICATION DATA SHEET f Permit No. OWNER A. P. No. -/ a Proposed Building Use Building Inspector Q Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or id`suance: DATE RECEIVED APPROVED 1. � All items have be9P= mitted.................................... . Plot plans in c� pupllicate '.pL �cate, signed by preparer of plans ........ 3. Complete plan • plicae/ riplicate, signed by preparer of plans .. 4. Complete engine& ed-ptt ns and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ......................................... 11. Park fees paid ..................................................... 12. Sc o1 District fees paid ................. Sanitation approval from _ /�`-� Health Department ... 14. City of Chico plumbing. permit-. ` 1,5. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use:—(B) Parking: 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for re Ulred .. , , Pre-Inspec. request to p q • • Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. When you issue the permit, process as follows: Mail to owner. Mail to contractor. .4- " Telephone 97 7 Z/ _'wand hold for pickup at office. Deliver w/inspector. Other Applicant �1r�:1'. _ Date r Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item' nbt c(h eked above). 1. Index permit for above items No. 2. Additional items required: / Contractor, designer, owner, was advised of above required data by_phone---nail—counter by - date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by—���— Date -� Sets of plans on hold in File cabinet AP folder Copy—DPW r� t� TO Buildincr Department PROM: EnvironMp'''j�1 Health SUBJECT: Sanitation Clearance owner Location AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Final clearance O..K. for: Clearance for -bedroom mobile home. NOTE +:« Water Supply Water Su`pp�ly� Other unitarian Date : ces Ac orc�ca�a2°: I I I I p rl _ a - -- ----L._ .. '- ---- --'------ '----- -- f-------- = — ----- �--- —--+---- .- -- —' —i I � � Vit— 130 — I Y -So! Jza-- I i PRoPosc-d ! PrtoPoycd !14x',5° Po2chl 4 I � > 1114 o - t@ . !? �,,•,, f,�`. �- �? T j�� (''`.�-•� u.ell Oc Jr 'f!o---- ! es 03 - 6�Ic e : 0 - — I lac! r cj d I 2' i _. �, : 4c°p ��° a\ be nt _. 5C� tete ce. IV(�S Jg ®d R�ftXc_mc 77 obal j !J30 ' I BS 2cxoV�enL�ec'I 6 He iai4� veht,c ,:J,c� ! E y : - 1 =4,0 —, -- O I o 30 yb 50 y' '10 Yp I 1 top � 12v o j : fRNPJu�!Su6dw5� _I + I cOL Mt \/\AL6AN S C.oPic 20 \� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 6456 ELMWOOD DR Owner: Permit No: B07-1854 APN: 065-171-032 MILES, RON AND BROOKSAN Issued Date: 08/29/2007 By TMP Permit type: MISCELLANEOUS 6456 ELMWOOD DRIVE Subtype: Demolition MAGALIA, CA 95954 Expiration Date: 08/28/2008 Description: DEMO MOBILE HOME AND DECIs Occupancy: Zoning:RT-1A, Contractor Applicant: Square Footage: REDLINE INSTALLATIONS INC REDLINE INSTALLATIONS T Building Garage Remdl/Addn 13407 GARNER LANE 13407 GARNER LANE CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 891-6719 (530) 891-6719 FEE INFORMATION DBMSC Demolition $58.00 Total Charged: $58.00 Fees Paid: $58.00 Balance Due: $0.00 Receipt No: B4442 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License REDLINE INSTALLATIONS INC 848025 / C47 / 10/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 I HEREBY AFFIR UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing Section 7000) of D' ' n 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) sin full effect. 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 X G/h 08/29/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]: Please check one of the following: Con ractors Signature Date ❑ 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 License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I HAVE the work himself or herself or through his or her own employees, provided that such improvements AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). AVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number:461-0000736 Exp. Date:09/01/2007 Contractors License Law.). (This section need not be completed if the permit is or one hun red dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 08/29/2007 compensatio provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 08/29/2007 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sign re Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the ized act n t eoperty owners behal CONSTRUCTION LENDING AGENCY XowK�Ia h �a 08/29/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner 1:1 Contractor OR. Agent for Owner n for Contractor FILE COPY Lender's Address City State Zip A DEMOLITTON PERMIT ASBESTOS NOTIFICATION STATEMENT Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5 A demolition permit shall not be issued by any city, county, city and county, or state or local agency which is authorized to issue demolition permits as to any building or other structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to he submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in wriling, or it may incorporate the applicants response on the demolition permit application. Compliance with this section shall not he deemed to supersede any requirement of federal law." Attached is a copy of the Asbestos NESHAP Notification of Demolition and Renovation form for the project located at (Address) (City) (Zip Code) Assessor's Parcel Number Date Signature of Applicant I hereby declare that a written asbestos notification to the United States Environmental Agency is not applicable to this demolition project located at (Address) �ff6 Fr. (City) ^m,11z"t- M 959s� (Zip Code) D. 4/; Si,gnature of Applice--i,�r,- i.. �%- ' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONN: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE N: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Namety+ . I /, I ir hao Address CityCZ i State Phone Fax E-mail APPLICANT NAME ARCHITECT/ENGINEER CONTRACTOR City /+.D C Name Zi v City FaxQ� I _ (J) d State Zip Phone Planner Address E-mail State License Number City G Stat 4 1 one rE _ Faxp? mail Lic.y�0 Cl APPLICANT NAME ARCHITECT/ENGINEER Name City /+.D C Address Zi v City FaxQ� I _ (J) d State Zip Phone Planner Fax E-mail State License Number APPLICANT NAME Name) Address 3 410 City /+.D C Stat Zi v Phone / _ / 7/ to FaxQ� I _ (J) d E-mail !ca Co APPLICANT Iii For office use only: Zoning -r jAd2lood Zone l4. SRA es I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT 567- BIN 6 BIN k LOCATION AP# 0(0$- 171 ,- p3•Z Property AddressCity ._- Itit lc9 �Y l4. Cross Street 0od L i Sheriff WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: err Al aeck M N 60)(.w Sq. Footage I I ap Z) ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. i 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: Bldg SRA Receipt #: Sheriff SMIP Other Date: Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc _ Page 1 of 2 REV 2-24-05 The following drawings and speciS aBons mA t b PERMIT. REQUIREMENTS permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED.ubmitted to ALL PLANS MUST Bthe Buildingnin order to apply for a ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! E LEGIBLE AND /N INK. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) Engineered plans, 3 or 4 sets, with we signature on plans AND 2 sets of stamped ands signed ❑ 3. Engineered truss details and layouts in duplicate (if required), No faxes! ❑ 4. Energy compliance design and supporting documentation in du g calculations. ❑ 5. Statement of Intent for Non -heated and A/C for Non-ResidentiapBuildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C du licate.. ) Floor Plan, (D) Tie down or fnd plans, all in ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations plans in triplicate. All of these must be stamped and wet-si ned b the en ineer �n triplicate. (D) Floor ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required. ❑ 9. Site plan and business license approval from the City of Biggs. ) ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required), ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Ch review (May require additional plan review upon receipt of the following items.) eck and Planning ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office if re ❑ .2. Impact Fees. ( required). ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval riot ❑ 6. Contractor's license information. Number, P prior to occupancy). ❑ 7. Worker's Compensation Carrier and Policy Number. yle, Classification). ❑ "8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health .Department. If you have questions or would like additional information regardin this roc Permit Assistant at (530)538.7541. g p ess, please contact a Applications for which a permit has not been Essued0willft expire oTION OF ne year on an application after expiration, a new application, plans and fees will be required, of application. In order to renew action REQUEST Refunds can only be made upon written requestby the person onw oREFUNDS the fee years from the date of fee payment on permits not issued, fee, The request must be made within two issued, p and two years from the date of permit issuance for permits however, on issued permits refunds can only be made if no construction work has been done. Filin fees check fees for work plan checked and other department costs are not refundable. g ,plan OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILUNG F0RMS\B1dgApp1SUbRgmts.doc Page 2 of 2 REV 2-24-05 be DATE 7/15/2004 REPORT TIME 13:49 INCIDENT NUMBER EVENT NUMBE LOCAL FIRE NUMBE STATE FIRE NUMBER CASE NUMBER LOCATION J.6456 ELMWOOD DR RP DAWN ( PHONE NUMBER 873-6863 WILDLAND FIRES ❑ ESTIMATED ACRES STRUCTURE FIRE RESIDENTIAL OTHER FIRE MEDICAL AIDS PSA/OTHER HAZ MAT COMMENTS DOUBLE WIDE MOBILE PARTIALLY INVOLVED EMD ❑ OES ❑ �� QUOS -171-032 8410,0 8491 LOGGED B JAMC �.1 awf i rtral Firw RO PORTER 347 ClaBI i ia��ra�ae' MEDICS PRA V2 ECC ❑ REPORT METHO FIRE INFORMATION FIRE INFO SENT HO E-MAIL BY JAMC TO�STA33 7 -DAY LOGGED INITIALS JAMC INCIDENT NAM MONROE START DATE 7/15/2004 START TIME 13:4 DIAMOND# CAUSE 11 SMOKING LAND USE DOMESTIC -- ACRES 0# TYPE OF ACRE DIAMOND 5 ONLY $ DAMAGE TYPE `` DOLLAR DAMAGE 1000.00 SAVE 75000.00 INJURIES/FATALITIES ❑ # CIVILIAN INJURIES 0; # CIVILIAN FATALITIES__ - 0� # FF INJURIE 0 # FF FATALITIES 0� FC -40 INFORMATION i .♦ I New Incident FC -40 ❑ DATE OF FC -40 INC AGENCY INC # INC P# FC -40 COMP DATE FC -40 COMP BY County Notifications fV] EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ BUTTE COUNTY DEVELOPMENT SERVICES .y Complainant: Address: Phone Number: Other Comments: :.::.:....... .............................................. ......................:.....:......::.......:........,::. .......:.::.::..•:.:;.:.....::..-.:.....>.5.:;:.....:;.....::....:.:::...::.,...,..:.:;s...,:..•..:,::,..:.•.:,.:.:..:,..:..;....::.::.:....:.::...:..... a...v..:e...<:�..n::.. o�.:r.:m.....a::.t.r.o:::n:..p?:a.s ..>:.. ... os. s:..l.�.v...a. s. r>a•t,l5:i.le�: >::.t < . h::i: ss:r>s; . Ic:?,•a €:><}j5.>Qt>g,•r>cii>�i5`p:i:;i:.F•l..; .. '>:i:::5s'r.Rs.:A<;•>: v1 ,�......... ,; ?> Inspector must draw a plot plan with all building locations: Additional comments from Inspector: 2- O� mCAgIiCk G' s "SC m 0.s'ieer II'" mea 71l9awks C) nl aq c'- ,Ccs �( Ct- r pow uDo ocL 11..2 , O4.13T -Tn e✓ a n owio r c x.l is O d ;nninq K; OAen m . � D ' m a eci � c x ¢� Z r ea O �0 .7 .. a m ,�..�1.. .. .. ... M . 1 L! ' hc: <:•":...,. c.. ;'`! B At S �^ I at F C! C 'M G P t 1 L ' r♦11 n•4roiPcl,?h 1o��1eP�p 1/\ `• ..�.J `` �` �r... , .,\Jie%\%'..' 1I �� M �tlr� Cw 11QW SiG�Q C��CHAJIG1 YV1010�� 2� i^ \O S 1 it v ��.s e �k..;•e -4� Ho1� ;� vi ire wl: lo i vL c w0 s o Q v- .a J u b C- k i L.v S i d eA v-1 � � f", 5 0", : .� s sem' g ,�}Ty•e Y�ol� buck k..3 co 1�ai�5 t'v\a-{ �lowbl.nd `t aK mote fir`) rci@, p�w� .� 4 �' 3j11iocs�r ba��, �'locx�odr�' IRa4Q sound urn Qc..cl'. 3�adh�r91ago Soaked f v7 r `'� 2rrwe,d'lxlo 1'O 'rnoL� Lns Cn 50 lc.lnv�oty� wo fie.- ��✓l��loe�d reL v,� 'O r c \cLOv 1 f:� I:vQIC+Or Call . F WCL t V% -'O F\clll U.Lnol � C+LLt1Odc ClOJ2 / ff U. 0 d W k k All fir,� v e %.A avtct (�5CCC•it i O�ON : TIMBER RIDGE REAL ESTATE FAX NO. : 530-873-7814 Jul. 21 2000 03:10PM P1 Post -it' Fax Note p U) 1, 7671 ue!a pages To From Co. Phone 0 Phone # Fax 0 Fax a tA August 2, 2000 Gil Smith Pacific Gas and Electric 350 Salem St. Chico, Ca. 95926 BEAUT`I BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: HAZARDOUS ELECTRICAL CONDITIONS 6456 Elmwood Magalia, CA. AN 065-171-032 , Meter # 1OB309 Dear Mr. Smith This department received a complaint alleging health and safety hazards at the above referenced living unit. On August 1, 2000 an inspection was conducted by this department. The owner (Philip & Eileeny Meis) and tenants are not currently occupying the structure.'The structure at this site has numerous electrical hazards including but not limited to open conductors and conductor splices, unprotected conductors, and a lack of proper grounding and bonding. The Building has been posted by this Department "Unsafe For Human Habitation". As the Chief Building Inspector for Butte County, I am requesting that the electrical and gas to the structure referenced above be disconnected until appropriate actions are taken to resolve the hazards. Further, I request that the electrical and gas service not be reconnected until an authorization from this Department is granted to do so. This letter shall also serve as notice to the property owner and tenants that the electrical and gas service is to be disconnected on or about Friday August 7, 2000. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira at the number above. Sincerely ,�v - IG7o Scott Rutherfor Chief Building Inspector August 8, 2000 Philip & Eileen Meis P.O. Box 1742 Magalia, CA 95954 RE: Substandard Mobile Home 6456 Elmwood, Magalia AP#065-171-032 Dear Mr. & Mrs. Meis: BEAUTY 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 This department has received a complaint alleging health and/or safety hazards at the above -referenced property. Butte County Assessor's records indicate that you own or control the property. On August 1, 2000, an inspection was made regarding the complaint and the following conditions were observed which are in violation of the California Code of Regulations Title 25, Section 1704 (a); (b) 4, 5, 8, 10; (c) 1, 2, 3, 4; (e) 1, 4; (f) 1, 4; (g) 1; (h) l; which pose health and safety hazards to the occupants and render the dwelling substandard. This letter is your thirty (30) day warning letter to correct or abate the following violations: (a) Any mobile home where there exists any of the following listed conditions to an extent that endangers life, limb, health, property, safety, or welfare of the public or the occupants thereof shall be deemed and hereby declared to be a substandard mobile home. (b) Inadequate sanitation shall include but not limited to the following: (4) Lack of adequate heating facilities. (5) Lack of adequate lighting. (8) Dampness of habitable rooms. (10) General dilapidation or improper maintenance. Philip & Eileen Meis August 8, 2000 Page 2 (c) Structural hazards shall include but not limited to the following: (1) Deteriorated or inadequate stabilizing devices. (2) Defective or deteriorated flooring or floor supports. (3) Members of walls, partitions, or other vertical supports that split, lean, list, or buckle due to defective material or deterioration. (4) Members of ceilings, roofs, ceiling or roof supports or other horizontal members which sag, split or buckle due to defective material or other deterioration. (e) Hazardous electrical wiring shall include but not limited to the following: (1) All electrical wiring except that which conformed with all applicable laws in effect at the time of installation and which has been maintained in good condition and is being used in a safe manor. (4) Electrical conductors which are not protected from physical damage. (f) Hazardous plumbing shall include but not limited to the following: (1) All plumbing except that which conformed with all the applicable laws in effect at the time of installation and which has been maintained in good condition and which is free from cross connections and siphonage between fixtures. (4) Broken, unsanitary or leaking plumbing pipe or fixtures. (g) Hazardous mechanical equipment shall include but not be limited to the following: (1) All mechanical equipment, including all heating equipment and its vent, except that which conformed with all applicable laws in effect at the time of installation and which has been maintained in good and safe condition, and is being used in a safe manner. (h) Faulty weather protection which shall include but not be limited to the following (1) Deteriorated or ineffective waterproofing of exterior walls, roof, or floors, including broken windows or doors. In addition to the above referenced violations the following uses are violations of the Butte County Code: The accumulation of junk in public view. 2. The keeping of inoperable vehicles in public view. Sewage overflowing, accessible to humans and animals. Philip & Eileen Meis August 8, 2000 Page 3 This warning letter also advises that Item Numbers 1 - 3 listed above are uses that are in violation of the Butte County Code, as follows: Butte County Code, Chapter 24, Section 24-130 - The RT -1 (Residential — Mobile Home) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the RT -1 zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. Butte County Code, Chapter 19, Section 19-4 - Unlawful Disposal Methods. It shall be unlawful for any person to construct, maintain or use any sewage disposal system which results in any of the following: (a) Sewage overflowing any lands whatever. (b) Sewage emptying, flowing, seeping or draining into any stream, spring, river, lake or other waters within the county. (c) Sewage being accessible to rodents, insects or humans. Butte County Code, Chapter 26, Section 26-6(b) - Unsafe for Human Habitation. This dwelling has been posed by the Butte County Department of Development Services, Building Division as unsafe for human habitation. There are numerous conditions existing which are in violation of the State Housing Law and the Health and Safety Code. . It is unlawful to occupy this dwelling. It shall be vacated at once and remain vacant until clearance to occupy is received from the Butte County Department of Development Services, Building Division. It is a misdemeanor to occupy this building, or to remove or deface this notice. Butte County Code Section 26-6 (b). Failure to vacate this dwelling as required by law will result in legal action through the District Attorney's Office. The determination that Item Numbers 1 - 3 referenced on page 3 exist on the property is based on the following definitions in the Butte County Code: Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. Philip & Eileen Meis August 8, 2000 Page 4 Butte County Code, Chapter 19 - Sewage Disposal. Sewage, as used in this Chapter, includes any and all waste substances, liquid or solid, associated with human habitation; this includes what is commonly referred to as gray water. It is unlawful for any person to maintain, occupy or use any building not provided with a sewage disposal system which disposes of sewage in a sanitary manner. Chapter 19 requires that prior to any dwelling or building being constructed or occupied, that plans for the means of sewage disposal be submitted to the health officer for his or her approval and that a permit be obtained for any required sewage disposal work. The Building Division requires that any dwelling, building or structure that requires a building permit, whether or not it would utilize a sewage disposal system, must first receive a clearance from the Division of Environmental Health. The clearance by the Division of Environmental Health will verify, before construction, that a proper sewage system can be established or that the construction will not interfere with an existing sewage disposal system or that the construction will not take place in an area that has been designated as a replacement leach field. It is unlawful to construct, maintain or use any sewage disposal system which results in sewage overflowing any lands or into any body of water or to allow the sewage to be accessible to rodents, insects or humans. Not only is a permit required for the original system, but any extensive alteration, repair, relocation addition or replacement shall also require permits, inspections and approvals from the Division of Environmental Health. It is the County's goal to obtain voluntary compliance with the California Title 25. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement. A re -inspection will be made to determine compliance. If voluntary compliance with this notice is not accomplished by correction of the above -referenced violations, enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction and per Section 41-7 of the Butte County Code, violators may be fined and a Notice of Violation may be recorded which include a description of the action necessary to correct the violation. To comply with the California Code of Regulations Title 25, Section 1704 (a); (b) 4, 5, 8, 10; (c) 1, 2, 3, 4; (e) 1, 4; (f) 1, 4; (g) 1; (h) 1; you must obtain all required permits for repairs from the Butte County Department of Development Services, Building Division, 7 County Center Drive, Oroville, California and in order to bring the property into compliance with the Butte County Code, you are also hereby requested to take the following abatement or correction actions: 1. Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24-305.240. 2. Submit plans of the proposed means of sewage system repair and or disposal to the health officer and obtain a permit from the health officer. All unsafe buildings or structures must be abated by repair, rehabilitation or demolition as per the Butte County Code, Chapter 26, UBC, Section "Unsafe Building or Structures." Philip & Eileen Meis August 8, 2000 Page 5 You have thirty (30) days to voluntary comply with the above -referenced directions. Should you have any questions concerning this matter, please contact me at 538-7601 Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, � X1,1_117 Scot Johnson Code Enforcement Officer SJ:pa cc: Department of Development Services, Code Enforcement is •� � ter/ LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 August 8, 2000 Occupant P.O. Box 74 Magalia, CA RE: Substandard Mobile Home 6456 Elmwood, Magalia AP#065-171-032 ' Dear Mr. & Mrs. Meis: This department has received a complaint alleging health and/or safety hazards at the above -referenced property. Butte County Assessor's records indicate that you own or control the property. On August 1, 2000, an inspection was made regarding the complaint and the following conditions were observed which are in violation of the California Code of Regulations Title 25, Section 1704 (a); (b) 4, 5, 8, 10; (c) 1, 2, 3, 4; (e) 1, 4; (f) 1, 4; (g) 1; (h) 1; which pose health and safety hazards to the occupants and render the dwelling substandard. This letter is your thirty (30) day warning letter to correct or abate the following violations: (a) Any mobile home where there exists any of the following listed conditions to an extent that endangers life, limb, health, property, safety, or welfare of the public or the occupants thereof shall be deemed and hereby declared to be a substandard mobile home. (b) Inadequate sanitation shall include but not limited to the following: (4) Lack of adequate heating facilities. (5) Lack of adequate lighting. (8) Dampness of habitable rooms. (10) General dilapidation or improper maintenance. Philip & Eileen Meis August 8, 2000 Page 2 (c) Structural hazards shall include but not limited to the following: (1) Deteriorated or inadequate stabilizing devices. (2) Defective or deteriorated flooring or floor supports. (3) Members of walls, partitions, or other vertical supports that split, lean, list, or buckle due to defective material or deterioration. (4) Members of ceilings, roofs, ceiling or roof supports or other horizontal members which sag, split or buckle due to defective material or other deterioration. (e) Hazardous electrical wiring shall include but not limited to the following: (1) All electrical wiring except that which conformed with all applicable laws in effect at the time of installation and which has been maintained in good condition and is being used in a safe manor. (4) Electrical conductors which are not protected from physical damage. (f) Hazardous plumbing shall include but not limited to the following: (1) All plumbing except that which conformed with all the applicable laws in effect at the time of installation and which has been maintained in good condition and which is free from cross connections and siphonage between fixtures. (4) Broken, unsanitary or leaking plumbing pipe or fixtures. (g) Hazardous mechanical equipment shall include but not be limited to the following: (1) All mechanical equipment, including all heating equipment and its vent, except that which conformed with all applicable laws in effect at the time of installation and which has been maintained in good and safe condition, and is being used in a safe manner. (h) Faulty weather protection which shall include but not be limited to the following (1) Deteriorated or ineffective waterproofing of exterior walls, roof, or floors, including broken windows or doors. In addition to the above referenced violations the following uses are violations of the Butte County Code: The accumulation of junk in public view. 2. The keeping of inoperable vehicles in public view. 3. Sewage overflowing, accessible to humans and animals. , . 1 Philip & Eileen Meis August 8, 2000 Page 3 This warning letter also advises that Item Numbers 1 - 3 listed above are uses that are in violation of the Butte County Code, as follows: Butte County Code, Chapter 24, Section 24-130 - The RT -1 (Residential — Mobile Home) zone does not "specifically authorize" large accumulations of f junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the RT -1 zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. Butte County Code, Chapter 19, Section 19-4 - Unlawful Disposal Methods. It shall be unlawful for any person to construct, maintain or use any sewage disposal system which results in any of the following: (a) Sewage overflowing any lands whatever. (b) Sewage emptying, flowing, seeping or draining into any stream, spring, river, lake or other waters within the county. (c) Sewage being accessible to rodents, insects or humans. Butte County Code, Chapter 26, Section 26-6(b) - Unsafe for Human Habitation. This dwelling has been posed by the Butte County Department of Development Services, Building Division as unsafe for human habitation. There are numerous conditions existing which are in violation of the State Housing Law and the Health and Safety Code. It is unlawful to occupy this dwelling. It shall be vacated at once and remain vacant until clearance to occupy is received from the Butte County Department of Development Services, Building Division. It is a misdemeanor to occupy this building, or to remove or deface this notice. Butte County Code Section 26-6 (b). Failure to vacate this dwelling as required by law will result in legal action through the District Attorney's Office. The determination that Item Numbers 1 - 3 referenced on page 3 exist on the property is based on the following definitions in the Butte County Code: Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. Philip & Eileen Meis August 8, 2000 Page 4 Butte County Code, Chapter 19 - Sewage Disposal. Sewage, as used in this Chapter, includes any and all waste substances, liquid or solid, associated with human habitation; this includes what is commonly referred to as gray water. It is unlawful for any person to maintain, occupy or use any building not provided with a sewage disposal system which disposes of sewage in a sanitary manner. Chapter 19 requires that prior to any dwelling or building being constructed or occupied, that plans for the means of sewage disposal be submitted to the health officer for his or her approval and that a permit be obtained for any required sewage disposal work. The Building Division requires that any dwelling, building or structure that requires a building permit, whether or not it would utilize a sewage disposal system, must first receive a clearance from the Division of Environmental Health. The clearance by the Division of Environmental Health will verify, before construction, that a proper sewage system can be established or that the construction will not interfere with an existing sewage disposal system or that the construction will not take place in an area that has been designated as a replacement leach field. It is unlawful to construct, maintain or use any sewage disposal system which results in sewage overflowing any lands or into any body of water or to allow the sewage to be accessible to rodents, insects or humans. Not only is a permit required for the original system, but any extensive alteration, repair, relocation addition or replacement shall also require permits, inspections and approvals from the Division of Environmental Health. It is the County's goal to obtain voluntary compliance with the California Title 25. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement. A re -inspection will be made to determine compliance. If voluntary compliance with this notice is not accomplished by correction of the above -referenced violations, enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction and per Section 41-7 of the Butte County Code, violators may be fined and a Notice of Violation may be recorded which include a description of the action necessary to correct the violation. To comply with the California Code of Regulations Title 25, Section 1704 (a); (b) 4, 5, 8, 10; (c) 1, 2, 3, 4; (e) 1, 4; (f) 1, 4; (g) l; (h) 1; you must obtain all required permits for repairs from the Butte County Department of Development Services, Building Division, 7 County Center Drive, Oroville, California and in order to bring the property into compliance with the Butte County Code, you are also hereby requested to take the following abatement or correction actions: 1. Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24-305.240. 2. Submit plans of the proposed means of sewage system repair and or disposal to the health officer and obtain a permit from the health officer. All unsafe buildings or structures must be abated by repair, rehabilitation or demolition as per the Butte County Code, Chapter 26, UBC, Section "Unsafe Building or Structures." Philip & Eileen Meis August 8, 2000 Page 5 You have thirty (30) days to voluntary comply with the above -referenced directions. Should you have any questions concerning this matter, please contact me at 538-7601 Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Scot Johnson Code Enforcement Officer SJ:pa cc: Department of Development Services, Code Enforcement Ink -VI ti Hom.. I.. .INSTALLATION LAST PRINTED: MANUAL O f EDF.RAL MANI1FAC LURED D U HOUSINGCONSTRUCIION, Q &SAFE IY STANDARDS ;a a 07 < m 0 3129/2004 1 541 926 6016 4/61/06 12:04 FAX 1 541 926 8.016 GOLDEN WEST HOMES. SLS.'-- GPH CHICO As March 28, 2006 RE: Installation Manuals - Engineer's expiration date IM 001/001 This letter is to verify that my professional engineer's license new expiration date. is 3/31/2008 and shall apply to all Oakwood Homes and Golden West Homes installation manuals under my signature, in their entirety. 'Any party who requires further verification may contact me directly at (865) 380-3000, ext 5382. Sincerely, Mark J. Ezzo, P.E. License No..C.42077 Expiration 3/31/2008 77 �2o06 ' EV CIVIk- Golden West c/ '�F OMS 1 9?Xa! F a � •--- - ��� Homes CMH Manufacturing, Inc Ma8in9 Addreu_ Box 9780 - Maryville. Tennessee 37802 - Street Address: SOOO Clayton Road - Maryville. .Tennes 37804 VAanc 865.380.3000 FAX 863.390.3781 or 865.386.3782 -r r ef.tlrE'Cotr INSTALLATION MANUAL ROOF DESIGN LOAD ❑ 20 PSF ❑ 30 PSF 1140 PSF ❑ 60 PSF ❑ 80 PSF WIND DESIGN- LOAD 15 PSF MANUFACTURING LOCATIONS .,CMH MANUFACTURING WESTJNC PERRIS DIVISION ALBANY DIVISIONz 3100 N. Perris. Blvd. 2445 Pacific Blvd,.'S.W. Perris, -CA 92571 Albany, OR 9732.1 (909) 657-1611 (503) 926-8631 Table of Contents Forward ------------ ---------- Federal Federal Preemption .............................................. ............................... :....................... 1 Preliminary Preparations............................................................................................ 2 Structural Loading Requirements .............. Setting Single Wide or "A" Section of Multi -Wide Home ..........:..............................:.. 3 Mating of Additional Sections of Multi -Wide Home ................................................. 3-4 Utility Hook Up ......................... 5-7 ............................................... Final Close up and Inspection: Ventilation of Underfloor Area.................................................................... 7 Ground Cover Vapor Barrier .......................:...... - 7 Dryer Ventilation ........................ Support Plans, Pier Supports, and Footings ............................. ................. .............. 9-10 Foundations:........................................... 11 OpenSlatted Decks........:.......:........................•-•----................................._............... 11 Site Built Structures 11 Site Installed Swamp Coolers.................................................................................... 12 BasementDesigns................................................:................................................. 12 Site Installed Gas Range.:...................:.................................:. :............. 12.1 Support Plan Diagrams - SingleWide---.....--•.........................................................................:........ 13 Tables: Double Wide ..........:....... ....14 Triple Wide - Longitudinal Tag Unit........................................................... 15 Triple Wide - Transverse Tag Unit..........................................:................ 16 Four Section Home - "T" Model ...............:.17 ...-•.............:................... Table I Support Schedules (Chassis & Perimeter Support Piers) ......18-23 Table 11 Ridge Beam Support Schedules ............................................ 24-28 Table III Mating Line Bearing Wall Support Schedules ....................... 29-31 Drawings and Details: Support Plans — Outset Floor & Recessed Sidewall .............................. S-5 Support Plans — Porches & Fireplaces .............. ............................. * ....... S-6 Support Plans — Porches & Decks ......................................................... S-7 Pier & Footing Support Details ....................................... .......................... S-8 Floor & Roof Close -Up Details -3:12 Roof........_............S-10 12 Roof ........................................ Roof Close -Up Details �4-. ............... S-11 Alternate Floor Connection at Mating Line ............................................ S-12. Plumbing Details ..................................................................................... S-13 Mechanical Details ................................................................................. S-14 Electrical Details . .... ....................... . .............................. .................... ... S=15. Wall & Roof Close -Up Details................................................................ S-16. Wall Close -Up Details ........... ........................................ ......................... S-17 Transverse Tag Interconnection Detail ................................................... S-18 Tag Unit Deck Railing Detail .................................................................. S-19 Typical Tiedown Details ............................................................................ S-20 Longitudinal Tiedown Requirements ............................................. ...... .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 .............................. ...... S40,: Fireplace & Chimney Installation ........................................................... . S41 Site Built Garage/Entry --- : Plan Diagram ................................................ S-50 Site Built Garage Roof Framing ............................................................. S-55 Hinged Roof Close Off Detail ............................................................. S-61.1 Site Installed Peak Trusses ................................... .......................... S-61.2. Hinged Roof Close Off (Site Installations) ......................................... S-62 Hinged Roof Factory Installed Notes .................................................... S-63 FORWARD This installation manual contains specific instructions that must be strictly adhered to in order for the home to perform properly. These installation procedures must be performed by an experienced installer who has carefully read and understands all aspects of the installation instructions. Check with the local regulatory agency at the location where the home will be installed for specific requirements that must be known in order to properly use this manual, i.e. roof load, wind load, soil bearing capacity, etc.. For any questions regarding these instructions please contact your retailer first, who will refer you to the factory if he is unable to offer assistance. FEDERAL PREEMPTION All homes are constructed .and inspected to comply with the "Federal Manufactured Home Construction & Safety Standards" (24 CFR Parts 3280 & 3282 -respectively) in accordance. with the requirements of the U.S. Department of Housing and Urban Development. This standard is more commonly referred to. as the "HUD Code". Individual states, counties, and cities shall have no authority to establish standards regarding the construction or safety of a manufactured home which are not identical to the Federal Manufactured Home Construction and Safety Standards. A metal certification label is affixed to each section of home to certify that the home has been constructed and inspected to comply with these Standards. The design. plans and in -plant construction of all homes are inspected by independent third party agencies to assure compliance with the Federal Standards. The private company RADCO and the State of Oregon are both approved by H.U.D. to provide such services. Any party that desires further verification may contact Mr. Philip W. Schulte at the Department of Housing and Urban Development (H.U.D.) at (202).755-7420. Mr. Schulte is the Chief of -the Compliance Branch for the Manufactured Housing and Construction Standards Division. Preliminary Preparations 1. Check with the park manager (or retailer for a private property set) for the exact location of the home site: 2. Check access to utilities prior to setting. up the home: 3. Verify whether or not wheels and detachable hitch are to be removed. 4. For park sets, park manager must sign for location and note any special instructions regarding the installation of the home. 5. 'Verify receipt of standard' items and set up materials shipped lose with the home per checkout lists. 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 foreach climatic zone or region in order to compensate for variance in roof snow loads, wind loads, and soil bearing conditions. The Isocal authority -having jurisdiction, may place special load requirements for the manufactured home which differ from the HUD Standards for a particular region. In all cases, the local authority:must be contacted for their specific structural loading requirements. Make sure the manufactured home design meets'the specific load requirements at the location where it will be installed. Each home is designed and constructed to accommodate the roof live load as checked on the first page of this manual, either 20. psf, 30 psf, 40 psf, 60 psf, or 80 psf and a horizontal wind load of 15 psf. The home's "Data Plate" must also have a checkmark next to the appropriate roof and wind loads which should.coincide with the loads identified on the first.page of the manual. The roof load that is checkmarked on -the data plate does not necessarily dictate the required support requirements: Rather, it only indicates the maximum roof load zone that the home may be located. All homes must be supported consistent with the local roof load zone where the home is to be set. 2. SETTING SINGLE WIDES OR "A" SECTION OF MULTI-WIDES 1. Tow unit into desired location over firm footing on home site. 2. Remove, transportation closure. material (weather proof covering and close - off grid work): A. Temporary ridge beam support posts are to remain in position to maintain ceiling heights during joining of unit sections. B: Make sure that all nails and .staples that may prevent the sections from properly joining together are removed. 3. Starting with the open side of the unit', place the first hydraulic jack under the chassis beam just forward of the front axle spring hanger. Allow room for the pier support.to be placed next to the front spring hanger. A. 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 avid 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-kiOMES 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 3 6. Insert 1/2" bolts through mating angles at outrigger ends starting from the .front crossmember. See detail "D" on drawing S-10. These bolts also serve to electronically bond the chassis. On homes where mating angles are not installed or do not align across the. mating line, refer to drawing S-12 for alternate floor connection and bonding instructions. 7. Apply jack pressure under the inside main beam to obtain a flush floor, then set pier supports at required spacing to match the "A" section. Place jacks under outside chassis beam and apply even pressure to bring ceilings together. 8.. When all wall joints at .the ceiling .are aligned, jack the. inside .to bring the ceilings flush ' and, .starting at the front of the home, -secure roof sections together through the ridge beam halves per drawings S-10 and S-11.. Note:. For 20 psf. and 30 psf roof loads, 1/2" diameter bolts or 3/8" diameter lag screws maybe used. For greater roof loads use only 1/2" diameter bolts. .Once the ridge beam halves are properly.. attached, remove the temporary support posting along the mating line. 9. After. ceilings are secured, .set support piers under. outside chassis main beam and remove jacks. At the mating line, set additional piers under ridge beam support posts and bearing walls. For justification of all supports at the matin.g-.Iine refer to pier -support Table II and Table III. 10. Install perimeter support piers as required and shown on the support plan diagrams and Table I pier support schedules contained in .this. manual. Adjust height of all support piers from front to rear and side to side using a level on the inside floor to assure. that a final level position has been achieved: 11. Repeat above directions for additional sections of home.. 12. Close up roof section at mating :line(s) of home and other areas as required. _Refer to drawings S-10, S-11, S-12, S-1.6, S-17, S718 ,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 HOOK-UP 1. Install hot and cold water line crossovers, when required; below the floor with approved flex connectors. See drawing S-13. detail "A" or "B". Crossovers shall be the same size as the pipes in the home at the crossover point. 4 Utility" Hook -Up 1. Install hot and cold water line crossovers, when required, below the floor with approved flex connectors provided by our company. See drawing S-13 detail "A" or "B". Crossovers shall be the same size as the pipes in the home at the crossover point. 2. Hook up waste line crossover when required with approved connector. See drawing S-13 detail "D". Assure all drain lines have proper slope (Fall) of 1/4" minimum per foot toward outlet (1/8" minimum per foot if factory installed cleanout proved 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'quiek 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. Apressure reducing value must be installed and calibrated in areas where the water pressure exceeds 80 psi. C. A master cold water shut-off value 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 occa- sional 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 5. Hook Up Gas Line To Service A. Use a gas supply connector listed for manufactured homes and rated according to the label attached to the home at the gas supply connection. B. The gas piping supply system is designed for a maximum pressure of 14" water column (1/2 psi) and not less than 7" water column (1/4 psi). 6. Hook Up Waste Line To Service A. Minimum 3" waste connection required. B. An approved flexible connector shall be installed at each end of the drain line from the home to the sewer inlet. C. For shipped loose drain line installation, see.drawing S-13 detail "E". 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:withcover plate on the other floor . section (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. 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 5-15 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 am' No. 3/0 THW No. 1/0 THW. No. 4 THW 2" . 00 am No. 4/O THW No. 2/0 THW No. 4-THW 2" 10. Complete electrical connection for air conditioner ..where required. The circuit for an air -conditioner terminates in a junction box without -a ' receptacle. The conductors shall'be spliced with wire nuts or other approved devices. See table below for wire sizes. A disconnecting means shall be provided which is located within sight of the controller location. Air Conditioner Size Wire Size Conduit.Size 3 Ton 8/3 3/4" . 3 1 /2 Ton 8/3 3/4" - 4 Ton 8/3 3/4" 5 Ton 6/3 . 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. 6 12.After completing all utility hook ups to service, perform the following tests: A. Electrical function test. B. Water pressure test. G. Flood test (plumbing drain system). D. Gas test. E: Appliance function test. . 13..FIoor undersheathing (bottom board): The sheathing covering the bottom of. the home is' special material that is either. vinyl, coated or asphalt impregnated to protect against moisture, rodents, and unconditioned air. T'hi's 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 Ahe 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 as impregnated board, use a patch_of th.e-..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 450 square feet of floor area. Place the required openings as equally distributed as possible along the length of at least two opposite sides, with openings located close to corners to provide cross ventilation. 2. Moisture Control of Underfloor Area: A vapor retarding ground cover of (6) mil black polyethylene material or other equivalent membrane must be used to prevent ground moisture from entering the home. 3. Install ship loose parts to finish close off for exterior. See drawings S-16 and S-17. 4. Remove detachable hitch and store beneath home. 5. Install the ceiling- beam molding and all other necessary molding to complete the interior trim. 6. Install pad and carpet in designated areas. Floors shall be swept clean and the joint at the mating line seam in the floor must be taped prior to installation. 7 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 inspections: 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 hookups. 10: Verify proper operation on all smoke alarms by performing the following steps: A. Determine that the power source is connected. B. Visually check for proper connection to the power source C. Manually depress the check button. D. A "sound" indicates a working smoke alarm. E. In the absence of the "sound:", install a replacement smoke alarm and repeat items A thru E. 11. Refer to smoke alarm manufacture installation instructions for installing replacement smoke. alarms which need to be installed in basement locations. FEDERAL MANUFACTURED HDUSMG CONSTRUCTION -U U 6 SAFETY STANDARDS -0 JAN 24 2003 p M 20 8 Support Plans, Pier Supports, and Footings In order to properly set up and install the manufactured home according to the pier support plans and schedules, the following information must be known in advance: 1. Roof Load Zone: The local roof load.where the home will be installed is typically either 20 psf, 30 psf, 40 psf,. 60 psf or 80 psf. Note that 20 psf is often referred to as "South Zone" and 30 psf can be referred to as "Middle Zone". Check with the local building authority to determine the required roof load at the home site. 2. Soil Bearing Capacity: The pier support schedules are based on soil bearing capacities of either 1000 psf, 1500 psf, or 2000 psf. Refer to soils report or check with the local building authority for the proper soil bearing capacity to use with the support tables. 3. Home Size Specifications: The floor width of each home section will either be 9'10" (10 Wide), 11'-10" (12 Wide), 12-8" (14 Wide), or 13'-6 (14. Wide). The eave lengths will vary from 0' minimum to 16" maximum. Chassis & Perimeter Supports Refer to the appropriate "Support Plan" diagram (single wide, double wide, triple Wide, etc.) fora plan view of the generic support requirements. Then, with the information from items 1 through 3 above, enter Table 1 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 your pieror 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 pierand 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. Perim- eter 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"). 9 SPECIAL SUPPORTS 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.r6quirements. Interior footings may also be placed:.above the frost line when the home is provided with' a perimeter foundation or skirting .having insulation properties - sufficient to prevent freezing of the soil under or; adjacent to every load-bearing component of .the foundation acceptable for.this purpose to the authority having jurisdiction. Insulation systems ''must comply with the requirement to cross ventilate the entire space under the home. S-7 CONTINUOUS FOOTINGS If ' continuous footings are used (see S-8 detail "E"), the only information necessary from Table I is the pier capacity. and spacing required. Disregard. the required footing area. By limiting the pier .load over .continuous footings to 5200# -for 1000 psf soil and 6000# for 1500 psf and 2000 psf soil, the required footing area has been 8ccounted'-for. Note: The 5200# and 6000#limitations refer to both individual pier. loads and to the combined load of multiple piers. RIDGE BEAM & MATING LINE BEARING WALL SUPPORTS Tables II and III are used for the support requirements at the mating line between two floor sections. Note: For justification of mating line supports, refer your local authority or building inspector to Table II and Table III of this. manual. UNDERFLOOR 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 appFoved by theauthority having jurisdiction. `[e7 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 regis- tered professional engineer or architect. The tiedowns as shown in this manual.are not required where a permanent or. alternative support foundation system is used that has been designed to resist local wind loads, is certified. by a registered. professional engineer or architect, and is approved by the local authority having jurisdiction. Open Slatted Decks. at Porches and Recessed Entries Where open slatted deck boards are used at recessed entries and porches, provisions. must be. made to ensure water is not permitted to drain into the area -under the conditioned% portion 'of the home. Any perimeter type skirting -or foundation wall should be installed to follow the exterior wall of the home and permit the area -beneath. the porch to drain water away from the home. Site Built Structures Adjacent to. Manufactured Home It is permissible to construct a site built structure (garage, porch, awning, etc.) adjacent to the manufactured home provided the attached structure is self supported (freestanding) and does not rely on the manufactured home for support. In addition, it is acceptable to extend the garage or porch gable fill roof framing over and onto the manufactured home roof as long as the .gable framing is designed and constructed to distribute roof loads uniformly over the manufactured -home roof as shown on drawing S-55 of this manual All site construction shall conform to local building codes and proper fire separation shall be provided where required. 11 Site Installed Ground Mounted Evaporative (Swamp Coolers) •. 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 shalt 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.. We will not warrant against any problems associate&with floors if the. main beam supports are space more: than 12' on center. Marriage wall columns on each side of openings must be supported accord- ing to the design load criteria shown in tables II and 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 detec- tors, 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. E 12 Instruction for Site Installed Gas Cooking Range I. Factory Preparation Our Homes provide 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 *s hall be placed . next to the riser indicating the size and maximum BTU rating of the gas line. [ .Site thstallation instructions The range shall be installed in the space provided in accordance with. the range manufacturers's installation instructions. The BTU input requirement for the range may not exceed the rating indicated on the tag placed by, our company. 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. 0 12.1 z D TYPICAL PERIMETER SUPPORTS (NOT': REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED AT EACH - SIDE OF°DOOR OR OTHER OPENINGS OVER 48"' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 1) -# %c -Z -O' MAX. I (�•) - 24' MAX. SUPPORT PLAN — SINGLE WIDE IA 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:' =CHASSIS SUPPORTS PER' "TABLE I SUPPORT SCHEDULE". =PERIMETER SUPPORTS -PER "TABLE 1 SUPPORT SCHEDULE". ITYPICAL TIE—DOWN PER SHEETS S-20 & S-21 13 �Q.QROFESSIOpq� F sOSEPyF�cy��^ . ww 1l N0. Exp 3 31 2006 CIVIL �jgl£OF CA 10 no I V-0' TYPICAL (6'-0- FOR 6/12 ROOF) TIEDOWN SPACING TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED. — AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) - DOUBLE WID TT MAX. (4' r 24." MAX. (TY'.) NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT. THE MATING' LINE. THAT ARE GREATER THAN S-0". 2. RIDGE BEAM' COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH . SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER. SUPPORT TABLE. LEGEND: QROFEssloN, f'.=CHAS'SIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". s���``�OSEPH l M =PERIMETER "PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �P to y N0. __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 EV. 3-31-2005 PE - PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. CIVI1. 1 =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21_ �j97£�FCALIFO���� 14 n r - TYPICAL PERIMETER IV -0' TYPICAL lC-2'-O" MAX. SUPPORTS (NOT TIEDOWN SPACING T TYpREQUIRED FOR 20 PSF ROOFS) T T T . T L—CHASSIS MAIN BEAMS (TYPICAL), MATING LINE RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN MATING LINE BEARING WALLS ABOVE (TYPICAL) MATING UNE RIDGE BM. CLEAR SPAN CHASSIS MAIN BEAMS (TYPICAL) MAX. PERIMETER BLOCKING 'REQUIRED AT EACH- SIDE- OF DOOR - OR .OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) RIDGE CRICKET .► RIDGE SLOPE OF ROOF LONGITUDINAL TAG — ROOF DIAGRAM LONGITUDINAL TAG 15 SUPPORT PLAN - TRIPLE WIDE - LONGITUDINAL TAG UNIT A NOTES: 1. RIDGE BEAM COLUMN. PIER SUPPORTS ARE REQUIRED AT EACH- END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN S-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS. VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES II AND III FOR. SUPPORT CAPACITY AND- REQUIRED FOOTING AREA. 3. PROVIDE PERIMETER' SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER JbPENING,S .OVER.. 48" WIDE PER PIER SUPPORT TABLE. FOR 20 . PSF ROOF LOADS, ' USE 30 PSF PIER SUPPORT TABLE. LEGEND:" Q�OfESSIOpq�� 0,=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". IM.=PERIMETER PIER SUPPORTS PER "TABLE I. SUPPORT SCHEDULE". �5���OSEPyE;jcy� NO. __RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. C 4207 _MATING LINE BEARING WALL PIER SUPPORTS ® Exp' 3-31-2006 PER "TABLE Ill. - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL srq jEOFCAUA� 1 =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 15 SUPPORT "PLAW TRIPLE WIDE - TRANSVERSE TAG UNIT JA NOTES: 1. RIDGE BEAM COLUMN 'PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR 'SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2: RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. L LEND: QIIOFESS/O,yq� N:=CHASSIS PIER SUPPORT PER "TABLE I 'SUPPORT SCHEDULE". ����`�OSEPy�,?cy�� =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". NO. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ®=MATING LINE BEARING WALL PIER SUPPORTS E 3-31-2006 PER " TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. CIVIL 1 =TYPICAL. TIE—DOWN PER SHEETS S-20 & S-21. �rAjEorcAL1f0���� 16 TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 11'-O" TYPICAL TIEDOWN SPACING r2'-0" MAX. (TYP•) 20 PSF ROOFS) T -T 4=4 pX MATING, UNE BEARING LCHASSIS f . WALL ABOVE (TYPICAL) MAIN BEAMS D 'O n (TYPICAL). MATING LINE RIDGE BEAM CLEAR SPAN RIDGE'BEAM CLEAR SPAN PERIMETER BLOCKING REQUIRED CHASSIS' MAIN AT EACH SIDE OF DOOR OR OTHER 24' MAX. Z is BEAMS (TYPICAL) OPENINGS OVER 48" IN SIDEWALL FOR (TYP ) I n ALL ROOF LOADS. SEE NOTE .3) -MATING UNE PENINC - a TYPICAL AT ALL (4) CORNERS: '• CW'ASSIS'MAIN; I 4000#;;PIER/PAO 0.30 PSF . i e ... ;. BEAMS (TYPICAL) LFF 6000# PiER/PAD 0 40 PSF' O 1_ 60004 PIER/PAD 60 PSF n. 8000j�` PIER/PAD 0 80 PSF 1 (NONE REQUIR0 20 PSF) ED PIERS AT EACH. END OF MAIN BEAM.ON TAC�UNIT ONLY. 3000# PIER/PAD 0'20 PSF 5000#.PIER/PAD.020 PSF 5000# PIER/PAD 0 30 PSF 2500.p PIER'/PAD 0 30'& 40 1 PSF ;,' 8000# PIER/PAD 0 40 PSF 8000# PIER/PAD 0 60 PSF RIDGE 2500# PIER/PAD 0 60 & 80 PSF_ 10.000# PIER/PAD 0 80 PSF <.. MID -LENGTH OF TAG: we 27'-.O" MAXIMUM TAG LENGTH RIDGE of ROOF ROOF DIAGRAM TRANSVERSE TAG TRANSVERSE TAG SUPPORT "PLAW TRIPLE WIDE - TRANSVERSE TAG UNIT JA NOTES: 1. RIDGE BEAM COLUMN 'PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR 'SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2: RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. L LEND: QIIOFESS/O,yq� N:=CHASSIS PIER SUPPORT PER "TABLE I 'SUPPORT SCHEDULE". ����`�OSEPy�,?cy�� =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". NO. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ®=MATING LINE BEARING WALL PIER SUPPORTS E 3-31-2006 PER " TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. CIVIL 1 =TYPICAL. TIE—DOWN PER SHEETS S-20 & S-21. �rAjEorcAL1f0���� 16 NOTE: EACH DOUBLE WIDE SECTION OF "T" MODEL MUST BE INDIVIDUALLY SUPPORTED PER THE "SUPPORT PLAN FOR DOUBLE WOES" INSTRUCTIONS. HOWEVER, TIEDOWN ANCHORS ARE NOT REQUIRED AT THE MATING LINE BETWEEN THE TWO' DOUBLE. WIDE -SECTIONS AS SHOWN BELOW. TYPICAL PERIMETER 2'-0" MA _SUPPORTS (NOT (TYP.) REQUIRED FOR 20 PSF ROOFS) T T T T X i r X O r MATING LINE BEARING r WALL ABOVE z n OPENING MAIN BEAMS -MATING UNE —�— - — BM CLEAR SPAN RIDGE BM CLEAR SPAN CHASSIS MAIN BEAMS (TYPICAL) . . I1' -O" TYPICAL TIEDOWN SPACING 11M1T %MnTW IIUIT w I3'-6" MAXIMUM I3'-6" MAXIMUM J W9 J t,Zw z�0 Q W m 3 m v w z c' a W Z m aZ litN ¢ E .111 WI N U N 1 a Q U . W m U ' �I o: PERIMETER.BLOCKING REQUIRED. I AT EACH SIOE OF DOOR OR OTHER' j OPENINGS'OVER 48" IN SIDEWALL FOR ALL ROOF LOADS: (SEE NOTE 3) X CL N v 1 X J as � U OCL Ir N v . SUPPORT ..PLAN - FOUR SECTION HOME - "T" . MODEL IAI NOTES: 1... RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO. TABLES II. AND, III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30-PSF PIER SUPPORT TABLE. LEGEND: QROfESS10,yq�� N CHASSIS PIER SUPPORT PER "TABLE 1 SUPPORT SCHEDULE". �\S`�SOSEPyFjcy� =PERIMETER' PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE".. �0 N0. m __RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C09,07 REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE: :�ttf�03 _MATING LINE BEARING WALL PIER SUPPORTS EXP' ® PER TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. TAvill- TE FICAtOR�\P I =TYPICAL. TIE -DOWN PER SHEETS S-20 & S-21 17 TABLE I SUPPORT SCHEDULE — 20' PSF ROOF LOAD — N'0 EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION REQUIRED REQUIRED REQUIRED. REQUIRED REQUIRED REQUIRED PIER FOOTING PIER FOOTING PIER FOOTING 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 CHASSIS 1;820 144 2148 1.55 2424 175 2000 ., . PSF'. 6'-q" CHASSIS 2730 197 3222 232 3636 263 8'=p" CHASSIS 3640. 263 4296 310 4848 349 TABLE: I SUPPORT .SCHEDULE = 20 PSF ROOF LOAD — 16" EAVE 10' WIDE 12WIDE 14' WIDE SOIL'. REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION PIER FOOTING PIER FOOTING PIER FOOTING 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 6'-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 8'-0" CHASSIS 3960 286 4616 333 5168 372 QROFESS/0 NOTES:.�St�P�� �Q SOS 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. j y�c^ 0 2. UNIT WIDTHS. 10' WIDE, 12' WIDE, AND 14'' WIDE REPRESENT WIDTH OF UNIT AT EACH N0. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH.��� M4207 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 1— o Exp. 3-31-2006 FICAL 0��\� 18 TABLE I SUPPORT SCHEDULE - 30 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 CHASSIS 1032. 149 1244. 180 1420 206 4'-0" PERIMETER 988 143 1148 166 1280 186 1000 PSF 6._0.. CHASSIS 1548 223 1866 269 2130 308 PERIMETER 1482 214 1722 248 1920 278 CHASSIS 2064 298 2488 359 2.840 410 PERIMETER 1976 285 2296 331 2560 370 CHASSIS 1032 144 1244 .. 144. 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 1500 PSF 6._0.. CHASSIS 1548 149 1866 180 2130 205 PERIMETER 1482 144 1722 166 1920 185 CHASSIS 2064 198 2488 239 2840 273 PERIMETER 1976 190 2296 220 2560 _ 246 CHASSIS 1032 144 1244 144 1420 144 PERIMETER 988 144 1148 144 1280 144 PSF PSF 6'-0" CHASSIS 1548 144 1866 144 2130 154 PERIMETER 1482 1441. 1722 144 1920 144• CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 1976 144 2296 166 2560 185 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. QROFESSIO,yg7 F �\S�E�OSEPyF :. Q 10 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14` WIDE REPRESENT WIDTH OF UNIT. AT 'EACH F N0. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED~ VALUES FOR THE LARGER FLOOR SECTION WIDTH. C042077 , 3: THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1.Exp. -31-2006 CIVIL srA110F CALlf O��\� Io'7 TABLE I SUPPORT SCHEDULE - 30 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 CHASSIS 1032 .149 1244 180 .1420 206 PERIMETER 1200 173 1360 196. 1496 216 1000 PSF 6'-0" . CHASSIS 1548 223 1.866 269 2130 308 PERIMETER 1800 260 2040 294 2244 323 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 2400 346 2720 392 2992 431 CHASSIS 1.032, 144 1244 144. 1420 144 PERIMETER' 1200 144 ..1360 144 1496 144 1500 ..PSF CHASSIS 1548 1491866 180. 2130 205 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 2000 PSF 6'-0" CHASSIS 1548 144 1866 144 2130 •154 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. QROFESSIOpq� 5�jOSEPy fyc� �0 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED NO. 420 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2006 CIVIL SrgT£Of CALIFO��\� 20 TABLE I SUPPORT. SCHEDULE - 40 PSF ROOF LOAD - 16" MAX'. SAVE i 1.0' WIDE 12" WIDE 14' WIDE SOIL REQUIRED PIER CAPACITY REQUIRED • FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CHASSIS 1032 149 1242 179' 1418 204 4'-0" PERIMETER 1450 209 1650 238 1817 262 PSF PSF 6•-0" CHASSIS 1548 223 1863 268 2126, 306 PERIMETER 2175 313 2475 355' 2725 392 CHASSIS 2064 297 2484 358. 2835. 408 . 8'-0" PERIMETER 2899. 418 3299 475 3633 523 CHASSIS 1032 144 1242 144 1418 144 4'-0" PERIMETER 1450 144 1650 158 1817 174 1500 PSF 6'-0"PERIMETER CHASSIS .1548 149, 1863 179 2126 204 2175 209 2475 238 2725 262 CHASSIS 2064 198 2484 238 2835 272 8.-.0,. PERIMETER 2899 278 3299 317 .3633 349 CHASSIS 1032 144 1242 144 1418 144 4'-0" PERIMETER 1450 144 1650 144 1817 144 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. 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. QItOFESS10pq� Sri SEP/y�Fy�y �i �Q� Ij NO. t' C042077y' Exp. 3-a (1 31-2006 CIVIL SjAIEOf RIO 21 TABLE I SUPPORT SCHEDULE — 60 PSF ROOF LOAD — 16" `MAX. EAVE SOIL 10' WIDE 12' WIDE 14' WIDE REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION 4'-0" CHASSIS 1032 149 1244 180 1420 206' PERIMETER 2016 291 2300 332 250.0 360 1000CHASSIS PSF 1548 223 1866 269 2130 308 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 PERIMETER 20.16 194 2300 221 2500 .240 1500CHASSIS PSF 1548 149 1866 180 2130 205 PERIMETER 30.24 29.1 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 PERIMETER 2016 146 2300 166 2500 180 2000CHASSIS PSF 6'-O" 1548 144 1866 144 2130 154 PERIMETER 3024 218 3450 249 3800 274 CHASSIS 2064 149 2488 180 2840 205 PERIMETER 4032 291 4600 332 5000 360 NOTEs: 1. REQUIRED FOOTING AREAS ARE SHOWN IN 'SQUARE INCHES. QROFESSIONq! �\�.�� �OSEPyF�jy�� 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. Exp. %3_31_2 06 1 V CMI sjglEOF CAUfO�a\� 22 TABLE I- SUPPORT. SCHEDULE - '80 PSF ROOF LOAD - 16'. MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER . CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY. REQUIRED FOOTING AREA BEARING CAPACITY SUPPORT . SPACING SUPPORT LOCATION CHASSIS .1032. 149 1244 180 1420 206 4'-0" PERIMETER 2500 360 2880 415 3184 460 1000 PSF 6'-0" CHASSIS .1548 223 1866 269 2130 308 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 1500 PSF 6'-0" CHASSIS 1548 149 1866 180 2130 205 PERIMETER 3775 363 4320 415 4776 460 CHASSIS 2064 198 .2488 239 2840 273 8'-0" PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See. Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER'. 2500 180 2880 208 3184 230 2000CHASSIS PSF 6'-0" 1548 144 1866 144 2130 154 PERIMETER . 3775 272 4320 311 4776 344 - CHASSIS 2064 149 2488 180 2840 205 —4-1 PERIMETER See Note 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. QROFESSIOpq� F y `', SOSEP/y O 2: UNIT WIDTHS 10' WIDE, 12' . WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT. AT EACH N0. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C(L4Z077 VALUES FOR THE LARGER FLOOR SECTION `WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp.3 31-2006 4. THE MAXIMUM PERIMETER. SUPPORT SPACING '= 6'-0" O/C. CIVIL SrgTEor CAl1F����� 23 c t TABLE II RIDGE. BEAM SUPPORTS - 20 PSF ROOF LOAD EXAMPLE DIAGRAM � TABLE IL RIDGE X LOAD SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT "C" Q SOIL 10' WIDE. 12' WIDE 14' WIDE BEARING MM MAXIMUMPREQUIRED REQUIRED MSAUMFN•FPONDS) CAp'SFTY FTFRG PTFOOTING (EEAREA ARE(FEET) AREA ;o 'A' RIDGE BEAM RIDGE BEAM 10'-6" LRIDGEAM SUPPORT "B' SUPPORT 'C" i7 2000 1500 13'-0" 192 10'-6" 192 9'-6" 192 2000 13'-0" 144 BEARING WALL 144 ;o 144 SPAN FOR SUPPORT "B' 1000 16'-0" 3S .. • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE -THE' SPAN THAT A PARTICULAR SUPPORT .PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO :.ADJACENT SUPPORTS. (SEE EXAMPLE DIAGRAM ABOVE) TABLE IL RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD SUPPORT U SOIL 10' WIDE. 12' WIDE 14' WIDE BEARING MM MAXIMUMPREQUIRED REQUIRED MSAUMFN•FPONDS) CAp'SFTY FTFRG PTFOOTING (EEAREA ARE(FEET) AREA 1000 13'-0" 288 10'-6" 288 9'-6" 288 2000 1500 13'-0" 192 10'-6" 192 9'-6" 192 2000 13'-0" 144 10'-6" 144 9'-6" 144 1000 16'-0" 360 13'-0" 360 12'-0" 360 2500 1500 16'-0" 240 13'-0" 240 12'-0" 240 2000 16'-0" 180 13'-0" 180 12'-0" 180 1000 25'-6" 576 21'-6" 576 19'-0" 576 4000 1500 25'-6" 384 21'-6" 384 19'-0" 384 2000 25'-6" 288 21'-6" 288 19'-0"' 288 5000 1000 32'-0" 720 26'-6" 720 24"-0" 720 1,500 32'-0" 480 26'-6" 480 24'-0" 480 2000 32'-0" 360 26'-6" 360 24'-0" 360 6000 1000 38'-6" 864 32'-0" 864 28'-6" 864 1500 38'-6" 576 32'-0" 576 28'-6" 576 2000 38'-6" 432. 32'-0" 432 28'76" 432 8000 1000 --- --- 43'-0" 1152 37'-6" 1152 1500 --- --- 43'-0" 768 37'-6" 768 2000 --- --- 43'-0" 576 37'-6" 576 �0 Qwof s/ONA� NOTES: ' ��SOS E Py 1. PIER SUPPORTS ARE NOT'REQUIRED UNDER BEARING WALLS AT THE MATING LINE FOR 20 PSF ROOF LOADS. NO. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. C042077/ 3. UNIT WIDTHS.. 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT' WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL,. USE THE TABULATED Exp. 3-31-2006 '.VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5: 1.ft EIVIL 9tf OF At0o 24 _ t • I TABLE 'Il RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD c c EXAMPLE DIAGRAM • RIDGE, BEAM SUPPORT PIERS ARE REQUIRED AT EACH 'END OF CLEAR SPAN OPENINGS AT THE MATING LINE' THAT ARE GREATER THAN 3"-0". • TO FIGURE .THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE)! TABLE II RIDGE BEAM SUPPORTS '- 30' PSF ROOF : X SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" a SOIL 10` WIDE. 12' WIDE 14' WIDE BEARING RIDGE BEAM RIDGE BEAM Fr 1 WALL SUPPORT "A" SUPPORT "C" M 288 8'-0" TMATING X X BEARING WALL RIDGE BEAM 1500 SUPPORT PER UNE SUPPORT 'B" 192 TABLE III. e SPAN FOR SUPPORT "B" M 2000 9'-6" 144 8'-0" 144 7'-0" • RIDGE, BEAM SUPPORT PIERS ARE REQUIRED AT EACH 'END OF CLEAR SPAN OPENINGS AT THE MATING LINE' THAT ARE GREATER THAN 3"-0". • TO FIGURE .THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE)! Q?,OfESS/0p4� NOTES. ~�P�� DOSE Py 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT NO THS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH . N®: SIDE OF`THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C®42077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3.'THE _MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. _ - 6 CIVIL �j9T£OF CAOrJ' 25 TABLE II RIDGE BEAM SUPPORTS '- 30' PSF ROOF LOAD SUPPORT �APACIT POUNDS� SOIL 10` WIDE. 12' WIDE 14' WIDE BEARING MAXIMUM REQUIRED MAXIMUM REQUIRED MAXIMUM REQUIRED CA(PSF� Y (FEET FOAREAG (FEET FOAREAG SPA FOOTING (FEET . AREA. 1000 9'-6" 288 8'-0" 288 7'-0" 288 2000 1500 W-6" 192 W-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 W-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 5000 1000 24'-0" 720 20'=0" 720 17'-6" 720 1500 24'-0" 480 20'-0" 480 17'-6" 480 2000 24'-0" 360 20'-0" 360 17'-6" 360 6000 1000 29'-0" 864 24'-0" 864. 21'-6" 864 1500 29'=0" 576 24'-0" 576 21'-6" 576 2000 29'-0" 432 24'-0" 432 21'-6" 432 1000. 39'-0" 1152 32'-0" 1152 28'-6" 1152 8000 1500 39'-0" 768 32'-0" 768 28'-6" 768 2000 39'-0" 576 32'-0" 576 28'-6" 576 Q?,OfESS/0p4� NOTES. ~�P�� DOSE Py 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT NO THS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH . N®: SIDE OF`THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C®42077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3.'THE _MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. _ - 6 CIVIL �j9T£OF CAOrJ' 25 TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD EXAMPLE DIAGRAM D p X SPAN FOR SUPPORT "A' SPAN FOR SUPPORT 'C' ll z o BEARING RIDGE BEAM RIDGE BEAM Fr I WALL SUPPORT "A" SUPPORT "C" i7 D � a 17MTING a BEARING WALL RIDGE BEAM "8" SUPPORT PER UNE SUPPORT z to TABLE III. .I SPAN FOR SUPPORT 'B" i. •RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT ARE. GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS — 40 PSF- ROOF LOAD SUPPORT SOIL 1'0' WIC)E. f2`' WIDE 14' WIDE "�POUN I BEARING MAXIMUM REQUIRED MAXIMUM REQUIRED MAXIMUM REQUIRED CApPSF Y FOOTINGSPA FOOTING SPAN, FOOTING (( (FEAT) (FEET AREA (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 ll' -0" 576 11'-0" 576 4000 1.500 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 1006 28'-6" 1440 28'-6" 1440 28'-6" 1440. 10000 1500 28'-6" 960 28'-6" 960 28'-6" 960 Q%ofESS10,yq� NOTES: SOS E Py 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES." �\5�� 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 CO 077/ VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. - - 00 . civil fjglFOF CAL1E0, C z TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD EXAMPLE DIAGRAM X a SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT "C' PSF ROOF . SUPPORT �UN� (POUNDS) SOIL 10' WIDE. e BEARING RIDGE BEAM RIDGE BEAM I WALL SUPPORT "A- SUPPORT "C' 5-4" 288 --- .. - 288 a BEARING WALL MATING RIDGE BEAM 5'-4" SUPPORT PER LINE SUPPORT -13".. 'I TABLE 111. ri 5'-4" SPAN FOR SUPPORT 'B"* ' • 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) . .• - . 27 TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD SUPPORT �UN� (POUNDS) SOIL 10' WIDE. 12' WIDE 14' WIDE* MM REQUIREDMM CA��Y SP (FEET�OG ETREQUIRED P(ER MM REQUIRED FOOTING—— (FpRNRS - JEA 1000 5-4" 288 4'-6" 288 4'=0" 288 2000 1500 5'-4" 192 4'-6" 192. 4'-0" 192 2000 5'-4" 144 4'-6" 144 4'-0" 144 1000 10'-8" 576 9'-0" 576 W-70" 576 4000 1500 10'78" 384 9'-0" 384 8'-0" 384 2000 10'-8" 288 9'-0" 288 8'-0" 288 100.0' i6'-0" 864 13'=6" 864 864 6000 1500 16'-0" 576 13'-6" 576 12'-0" .576 2000 16'-0" 432 13'-6" 432 12'-0" 432 1000 21'-4" 1152 18'-0" 1152 1.6'-0" ' 1152 8000 1500 21'-4" 768 18'-0" 768 16'=0'' 768 2000 21'-4" 576 18'-0" 576 16'-0" 576 1.000 26'-8" 1440 22'-6" 144.0 20'-0" 1440 10000. 1500 26'-8" .960 22'-6" 960 20'-0" 960 2000 26'-8" 720 22`-6" 720 -20'=0" 720 12000 1000 32'-0" 1728 27'-0" 1728 24'=0" 1728 1500 32'-0" 1152 27'-0" 1152 24'-0" 1152 2000 .32'-0" 864 27'-0" 864 24'-0" 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. ��� Q40FEsslo q� F S�� ��QSEPli ycy � p NO. C042077� � n Exp. CIVIL �jITEOF mlo���� 27 C c z TABLE II RIDGE BEAM SUPPORTS 80 PSF ROOF LOAD EXAMPLE DIAGRAM " RIDGE BEAM SUPPORT PIERS ARE REQUIRED .AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE. THE. SPAN THAT A PARTICULAR -SUPPORT, PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE' II RIDGE BEAM SUPPORTS — 80. PSF ROOF LOAD X ' SPAN FOR SUPPORT 'A" SPAN FOR SUPPORT "C" 12' WIDE 14' WIDE TMAXIMUM ( REQUIRED MAXIMUM -REQUIRED' MM- REQUIRED CAR%Y PRTENG A�OTINGU ATFOOTING SPAT) ( R ( i 1000 8'=.5" ;o BEARING RIDGE BEAM RIDGE BEAM 6'-3" WALL SUPPORT 'A" SUPPORT 'C` n 8'-5" 384 7%70" 384 6'-3" D BEARING WALL MATING RIDGE. BEAM 288 SUPPORT PER LINE SUPPORT "B" ;o TABLE 111. 6000 1000 12'=8" SPAN FOR SUPPORT 10'-8" 864 9'-4" " 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) Q1tofESSI0Nq� NOTES- �����4.�OSEPy�.jciy��^ 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. ExP•1-Z22E CIVIL Sjgtfor ao,4 W] TABLE' II RIDGE BEAM SUPPORTS — 80. PSF ROOF LOAD SUPPORT PODS ) SOIL 10'. WIDE. 12' WIDE 14' WIDE TMAXIMUM ( REQUIRED MAXIMUM -REQUIRED' MM- REQUIRED CAR%Y PRTENG A�OTINGU ATFOOTING SPAT) ( R ( 1000 8'=.5" 576 7'-0" 576 6'-3" 576 4000 1500 8'-5" 384 7%70" 384 6'-3" 384 2000 8'-5" 288 7'-0" 288 6'-3" 288 6000 1000 12'=8" 864 10'-8" 864 9'-4" 864 1500 12'-8" 576 10'-8" 576 9'-4" 576 2000 12'-8" 432 10'-8" 432 9'-4" 432 8000 1000 17'-0" 1152 14'-0" 1152 12'-6" 1152 .1500 17'-0" 768 14'-0" 768 12'-6" 768 2000 17'-0" 576 14'-0" 576 12'-6" 576 10000 1000 .21'-0" 1440 17'-9" 1440 15'-6" 1440 1500 21'-0" 960 17'-9" 960 15-6" 960 2000 21'-0" 720 17'-9" 720 15-6" 720 12000 1000 25-4" 1728 21'-4" 1728 18'-6" 1728 1500 25-4" 1152 21'-4" 1152 18'-6" 1152 2000 25'-4" 864 21'-4" 864. 18'-6" 864 Q1tofESSI0Nq� NOTES- �����4.�OSEPy�.jciy��^ 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. ExP•1-Z22E CIVIL Sjgtfor ao,4 W] .i TABLE III - SUPPORTS AT MATING LINE BEARING WALL-.- 30 PSF ROOF LOAD. EXAMPLE DIAGRAM C z c c 2 LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. M = RIDGE BEAM SUPPORTS PER' TABLE II. "L" = SUPPORT SPACING PER .TABLE III BELOW. X _ MATING LINE n IICLEAR SPAN__ CLEAR � a tSPAN LOAD lo i n MATING LINE BEARING WALLS LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. M = RIDGE BEAM SUPPORTS PER' TABLE II. "L" = SUPPORT SPACING PER .TABLE III BELOW. �Q Q�urta�lopq� NOTES s E P/y 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND •14' WIDE REPRESENT WIDTH .OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042 7 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH: TO WIDTH RATIO FOR FOOTING PADS'IS 2.5:1. Exp. - - CMI �7411Of Cko"i � 29 TABLE .III RIDGE BEAM SUPPORTS— 30 PSF ROOF LOAD SUPPORT (POUNDS) • SOIL 10' WIDE. 12' WIDE 14' WIDE BEARING CA(SFY' SUPPORT SPA Tt,G FORTING EQUIRED PACING FO TING SUPPORT FOOTING (FEET) AREA 1000 4'-6" 288 4'-0" 288, 3'-6" 288 2000 1500 4'-6" 192 4'-0" 192 3'-6" 192 2000 4'-6" 144 4'-0" 144 3'-6" 144 1000 6'-0" 360 5'-0" 360 4'-6" 360 2500 1500 6'—O". 240 5'-0" 240 4'-6" 240 2000 6'-0" 180 5'-0"' 180 4'-6" 180 1000 9'-6"• 576 8'-0" 576 7'-0" 576 4000 1500 9'-6" 384 8'-0" 384 7'-0" 384 2000 9'-6" 288 8'-0" .288 7'-0" 288 1000 12'-0" 720 10'-0" 720 9'-0" 720 5000 1500 12'-0" 480 10'-0" 480 9'-0" 480 2000. 12'-0" 360 10'-0" 360 9'-0" 360 1000 1'4'-0'• 864 12'-0" 864 10'-6" $64 6000 1500 14'70" 576 12'-0" 576 10'-6" 576 2000 14'-0" 432 12'-0" 432. 10-6" 432 �Q Q�urta�lopq� NOTES s E P/y 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND •14' WIDE REPRESENT WIDTH .OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042 7 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH: TO WIDTH RATIO FOR FOOTING PADS'IS 2.5:1. Exp. - - CMI �7411Of Cko"i � 29 TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS EXAMPLE DIAGRAM LEGEND: ®= MATING LINE BEARING WALL SUPPORTS PER TABLE Ill'BELOW. = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER TABLE UI...BEIOW. ABLE III MATING LINE WALL .SUPPORTS - 40 PSF R00 a ,L_ _L_ MATING ;o LINE h 4000 1000 5'-0" 504 1500 5-0" � I xQ CLEAR SPAN I CLEAR 7'-0" . fff 1500 7'-0" SPAN to MATING UNE 9EARING WALLS I h 8'-0" LEGEND: ®= MATING LINE BEARING WALL SUPPORTS PER TABLE Ill'BELOW. = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER TABLE UI...BEIOW. ABLE III MATING LINE WALL .SUPPORTS - 40 PSF R00 SUPPORT APACIT ((POUNDS SOIL BEARING CA ,SF� 10', 12, SUPPORT S(FEET) 14' WIDE REQUIRED FOOTING 4000 1000 5'-0" 504 1500 5-0" 336 5000 1000 7'-0" . 706 1500 7'-0" 470 6000 1000 8'-0" 806 1500 8'-0" 540 7000 1000 9'-6" 960 1500 9'-6" 640 NOTES 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. 30 o Rof iss16 SSSEP NO. C042Qj7 c Exp. 3-31_2006 CIVV Tgj£OF��LI TABLE III -SUPPORTS AT MATING LINE BEARING WALL- 60 & 80 PSF ROOF LOADS EXAMPLE DIAGRAM Q(,of l SIOpq� F NOTES:. �\5�SOSEPyF 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED CO 077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2006 CIVIL. J j97£OF CAUp�N�� 31 .L_ .L. X Q MATING UNE I .. TABLE III RIDGE-'. BEAM SUPPORTS — 60 PSF ROOF LOAD SUPPORT �PU�B SOIL EARING �SFTSPACING - CLEAR SPAN CLEAR a 14' SPAN ton MATING LINE BEARING WALLS SUPPORT ) REQUIRED FOTINP� AREA Q(,of l SIOpq� F NOTES:. �\5�SOSEPyF 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED CO 077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2006 CIVIL. J j97£OF CAUp�N�� 31 LEGEND: ®= MATING LINE BEARING WALL. SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER. TABLE It. L"= SUPPORT SPACING PER TABLE. III BLOW: TABLE III RIDGE-'. BEAM SUPPORTS — 60 PSF ROOF LOAD SUPPORT �PU�B SOIL EARING �SFTSPACING 10' WIDE 12' WIDE 14' WIDE SUPPORT OI TG )NE) SUPPORT FDONDS S(TG FOOTING AREA SUPPORT ) REQUIRED FOTINP� AREA 1000 5'-4" 576 4'-6" 576 4'-0" 576 4000 1500 5'-4" 384 4'-6" 384 4'=0" 384 2000 5'-4"288 4'-6". 288 4'-0" 288 TABLE III RIDGE BEAM SUPPORTS — 80 PSF ROOF LOAD SUPPORT .OND (PUSP SOIL 10' WIDE 12' WIDE 14' WIDE REQUIRED SPA NGFOOTING SUPPORT REQUIRED OIG AREA ACITG SPOBPSF�Y (FEET) FOOTING AREA.'TT 4000 1000 4'-3" 576 3'-6" 576 3'-0" 576 1500 4'-3" 384 3'-6" 384 3'-0" 384 2000 4'-3" 288 3'-6" 288 3'=0" 288 Q(,of l SIOpq� F NOTES:. �\5�SOSEPyF 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED CO 077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2006 CIVIL. J j97£OF CAUp�N�� 31 LEGEND, OEM E CHASSIS PIER SUPPORT PER "TABLE I'SUPPORT SCHEDULE".' MATING LINE — — — — " —PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT -SCHEDULE". (NOT REQUIRED FOR 20 PSF ROOFS) x � xINSTALL PIER AT EACH FACTORY ING WALL SUPPORTS ®SER CHASSIS MAIN BEAMS 5- INSTALLED OUT- "TABATING LE III - SUPPORTS ATRMATIING INE" SCHEDULE. ~ o z (TYPICAL) RIGGER da WHEN I = N OUTRICCEft .ISPIER GREATER THAN CLUM __RIDGE BEAM"TAOBLE 1111 m REFERENCETS PER NOTE 3 BELOW RSUPPOR 24' 'FROM: END OF RIDGESBEAM S" SCHEDULE. OUTSET, INSTALL (. PIER AT END PROVIDE CHASSIS, x a w OF .OUTSET. _TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH -SUPPORT PERIMETER, MATING LINE AND o a PIER LOCATED AS NOTED WITH THE FOLLOWING RIDGE BEAM COLUMN PIER � o SIDEWALL MINIMUM PIER CAPACITIES; . SUPPORTS PER STANDARD MODEL 0C! 12'-0" MAXIMUM S U P P O R T P L A N — O U T S E T F L 0 0 R JA PIER CAPACITY REQUIREMENTS FOR OUTSET FLOOR AND PORCH COLUMNS ROOF. LIVE LOAD / PIER CAPACITY PIER LOCATION 20 PSF 30 PSF .40 PSF 60 PSF 80 PSF MATING LINE _—a_I��__ —lir- OUTSET FLOORS 2500 lbs. 2500 lbs. --- ___ ___ j INSTALL PIERS SIDEWALL 'PORCH END - POSTS 2000 4000 4000 POUNDS POUNDS POUNDS 6000 6000 POUNDS POUNDS S RECESSED SIDEWALL PORCH UNDER MIDDLE -POST AT PORCH SIDEWALL PORCH 2000 LB. 4000 LB. 4000 6000 6000 , ABOVE. (MORE MIDDLE - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS CHASSIS MAIN BEAMS 7' MAX THAN ONE POST ~ (TYPICAL) MAY:000UR , NOTES: n DEPENDING UPON 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED THE'FLOORPLAN) ABOVE, USE THE "REQUIRED FOOTING AREA" COLUMN OF CAPACITIES PER "TABLE IF- RIDGE BEAM SUPPORTS" SCHEDULE, MAKING SURE . TABLE.AT RIGHT. TO USE THE.SOIL. BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE PROVIDE CHASSIS, CORRESPONDING PAD SIZE LISTED. PERIMETER, MATING LINE AND RIDGE BEAM COLUMN PIER S-5 SIDEWALL INSTALL PIERS UNDER EACH 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH SUPPORTS PER STANDARD MODEL 8' MAX 8' MAX PORCH END=POST ABOVE. ' END Of CLEAR SPAN OPENINGS AT THE MATING LINE THAT CAPACITY PER TABLE AT RIGHT. ARE GREATER. THAN 3"-0". 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH S U P P O R T P L A N — R E C E S S E D S I D E W A L L — P 0 R C. H B PERIMETER PORCH POST RECESSED F—( STANDARD SIDEWALL -��t OUTSET EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES II AND III FLOOR JOISTS ABOVE IIDBEWA)L (BEYOND) I SIDEWALL FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. it TYPICAL FLOOR II 1 (2) 16d TOE-NAIL=J N f 1 _ (2) 16d NAILS FACTORY 00 f ESSIO p HA( (2) 2x6 y 2 OF 0 TOE -NAILED INSTALLED OUTRIGGERS ���QSEPH Fyc� BETTER NAILED TOGETHER WITH (WHERE VAS �y F� yf ACCESSIBLE) I6d NAILS AT 4" 0/C !!R1\ NO. (NO SPLITS ALLOWED) !!ISTO. STALL PIER AT C042077 9" MAX. 1 ACH FACTORY STALLED OUT -PIER �. UNDER EACH ! 1 l__1 RT U 11�-STD. CHASSIUTRIGGER GGER & WHEN E 3-31-2006 PORCH POST A80VE 1 PIER SUPPOI1REATER 111MAX: IS -APPROVED ____ I� \1(BEYOND)4" THAN FROM. END OF CIVIL (".0FCALIfOFOOTING CHASSIS �! 11UTSET, INSTALL PIER SUPPORT !=_—=31�ER -F AT EA. END manic SUPPORT PLANS "00°1°"DS 20 PS PSF 60 (BEYOND) OUTSET FLOOR OUTSET FLOOR AND RECESSED SIDEWALL SUPPORT FOR THIS CONDITION�1 3000 PCAPACITY OUNDS MAXIMUM 1 1 PSF 80 SF oR►w ay D. HOLT oA¢ 2-3-95 S-5 S U P P 0 R T D E T A I L C I S. U P P 0 R T D E T A I L D mmsED ay 0. HOLT GATE 3-28-96 PROVIDE CHASSIS, PERIMETER, ANO MATING .LINE NO SUPPORTS PER 8'-0" MAX 'END PORCH (FULL WIDTH) PROVIDE CHASSIS, 10'-0" MAX. PERIMETER, AND END PORCH MATING LINE PIER (FULL WIDTH) SUPPORTS PER LEGEND; ■ CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE", STANDARD MODEL STANDARD MODEL —PERIMETER' PIER SUPPORTS PER "TABLE I SUPPORT —SCHEDULE".(NOT REQUIRED FOR 20 PSF ROOFS) 7 j -MATING LINE BEARING WALL PIER SUPPORTS ® "TABLE ax a PER III - SUPPORTS AT MATING LINE" SCHEDULE. < ENDWALL a ENDWALL c MATING m MATING -RIDGE BEAM COLUMN .PIER SUPPORTS PER NOTE 3 BELOW m "TABLE LINE j -PORCH/DECK PORCH DECK Z 10 LINE PORCH/DECK REFERENCE II RIDGE. BEAM SUPPORTS" SCHEDULE. _I .I n PROVIDE C _TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH -SUPPORT PROVIDE PIER LOCATED AS NOTED WITH THE FOLLOWING RIDGE BEAM MCOLUMN RIDGE BEAM MINIMUM PIER CAPACITIES; COLUMN PIER PIER a SUPPORTS "CARPET SUPPORTS ¢ PER a a PER "CARPET CHASSIS MAIN LAYOUT AND CHASSIS MAIN LAYOUT AND r p BEAMS (TYP.) RIDGE BEAM fto BEAMS (TYP.) RIDGE BEAM z FIELD SUP- . Z.1 FIELD SUP- PIER REQUIREMENTS FOR ENO PORCHES, CORNER PORCH AND FIREPLACES PORT PIER" p .� PORT PIER"❑ ROOF LIVE LOAD / PIER CAPACITY xQ 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 lbs. 4000 lbs. 6000 lbs. SIDEWALL 4'-0" ENTRY 51DEWALL . P.ROVIOE 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 SHOWN- 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 64 ABOVE, USE .THE "REQUIRED FOOTING AREA" COLUMN OF "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 SUPPORT PLAN — END PORCH W RECESSED ENTRYA SUPPORT PLAN — END PORCH DECK 1B 'PROVIDE CHASSIS, NOTE; PROVIDE CHASSIS,10 MATING '-0" MAX. PERIMETER, AND MATING FIREPLACE MAY PERIMETER, AND LINE CORRESPONDING PAD SIZE LISTED. MATING LINE PIER LINE OCCUR AT ANY SUPPORTS PER ' ENDWALL MATING LINE .PIER SUPPORTS PER 2. RIDGE BEAM. COLUMN ;PIER SUPPORTS ARE REQUIRED AT EACH STANDARD MODEL STD. MODEL END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0'. ENDWALL 3. RIDGE BEAM COLUMN'PIER SUPPORT LOCATIONS VARY WITH ENDWALL EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. L_:� PROVIDE z RIDGE BEAM WO MIo _4— _. X22" TYP. � _j COLUMN PIER a. x x it CHASSIS MAIN PERP CATRPET `��EO so LPH CL 3 BEAMS (TYP.) PORCH] LAYOUT AND C P�� Fl�yr� w CHASSIS MAIN FIREPLACE 11 ' I • � DECK RIDGE BEAM p ENOWALL D p BEAMS (TYP.) EXTENSION I 00 a FIELD SUR-7 PIER" M } N0. N ORATING C'C0-4207 -! • • E�4• ]-7t-2006 • JL SIDEWALL CIV I �£OF SIDEWALL IUFOQ�V� PROVIDE SPECIAL PIER AND PAD AT PROVIDE SPECIAL PIERS AND PADS I WA'""D SUPPORT PLANS ROOF10ADS PSF " CENTER OF FIREPLACE ENO JOIST AS AT THE (2) PORCH LOCATIONS SHOWN- -FOR 'MINIMUM PORCHES AND20 SHOWN - FOR MINIMUM CAPACITIES SEE CAPACITIES SEE TABLE FIREPLACES 30 PSF 40 PSF TABLE UPPER RIGHT OF THIS SHEET. AT RIGHT OF. THIS SHEET. 60 PSF 80 PSF ORANN By 0. HOLT " DATE 2-6-95 S— 6 SUPPORT PLAN — ENDWALL FIREPLACE lCi SUPPORT PLAN — CORNER -.PORCH../ DECK ID REmsmV D. HOLT DATE3-28796 13'-6" x 2,0'-0" PORCH SLI40R.T:TAB LE. S. LEGEND: 20 PSF 30 PSF ® a .. =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". PIER FOOTING" PIER FOOTING: PROVIDE CHASSIS, MATING 20'-0" MAXIMUM CAPACITY AREA, CAPACITY AREA ' PERIMETER, AND LINE. PERIMETER .PIER SUPPORTS PER "TABLE I SUPPORT MATING LINE PIER 10'-O" 10'-0" SIDE COLUMN 2400 Lbs. 346 3200 Ibs. 461 SCHEDULE", (NOT REQUIRED FOR 20 PSF ROOFS) SUPPORTS PER a STANDARD 3 CENTER COLUMN 2400 Ibs. 3.46 3200 Ibs. 461, MODEL I -MATING LINE BEARING WALL PIER SUPPORTS ® "TABLE w CORNER COLUMN 2400 Ibs. 345 2400 Lbs. 346 PER III - SUPPORTS AT MATING LINE" SCHEDULE. BEAM COLUMN PIER O ' 40 SF. ;6.0-PSF PIER FOOTING PIER '; FOOTING m -RIDGE SUPPORTS PER NOTE 3 BELOW "TABLE CAPACITY AREA : CAPACITY AREA REFERENCE II RIDGE BEAM SUPPORTS" SCHEDULE. Z SIDE COLUMN 6000 Ibs. 864. '6000 Ibs. ^= 864 = a x ccUCHASSIS MAIN a._TYPICAL. OUTSET FLOOR OR RECESSED SIDEWALL'PORCH CENTER COLUMN 6000 Ibs, 864- 600.0' lbs-. 864 a O 3 PORCH a. BEAMS (TYP.) / SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING r DECK MINIMUM'PIER :CAPACITIES; CORNER COLUMN ' 4000 Ibs, 676 4000"16s. 676 ;oO j ENDWALL 80 PSF • PIER FOOTING CAPACITY AREA NOTES: SIOEWALL SIDE COLUMN 8000 Ibs. 1152 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED "SIDE COLUMN" SUPPORTABOVE, USE THE "REQUIRED. FOOTING AREA" COLUMN OF CENTER COLUMN -FOOD 8000 tbs. '1152' SIZE PER TABLE AT RIGHT "TABLE II - RIDGE BEAM SUPPORTS" SCHEDULE, MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR CORNER COLUMN Lbs: 864 "CENTER SUPPORTCORRESPONDING. SITE CONDITION, THE CAPACITY. LISTED ABOVE, AND THE .COLUMN" SIZE PER TABLE AT RIGHT PAD SIZE LISTED. N0TE 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 TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. SUPPORT PLAN -. 1 3'-6"x 20'-0" PORCH A' PROVIDE CHASSIS, MATING 10'-0" MAX. L PIER REQUIREMENTS AT COLUMNS FOR_ TRANSVERSE TAG,.HITH PORCH/OEC PERIMETER, AND LINE ® ROOF LIVE LOAD / PIER'CAPACITY ' MATING LINE PIER SUPPORTS PER TRIPLE WIDE - 20 PSF I 30-PSF . 40 FSF:, .'¢0 PSF, 80. PSF TRANSVERSE TAGENOWALL PIER CAPACITY 2000 Ibs. 2500 Ibs. .4000 Ibs 4.000 tbs. 6000 Ibs. UNIT" SUPPORT PLAN FOOTING AREA 288 360 576 576 864 ROOF DIAGRAM. - TRANSVERSE TAG WIT11>0ORCH/DECK v QAOFESS10p�� 57< a? BEAMSI (TYP.) JOSEPy���y��^ PORCH/ o RIDGES�E p ENDWALL 0 Iorma ( , NO. C 077 -=- --- RIDGE 1-- COLUMN SIDE WAIL ( , I PORCH / DECK CIVIL SLOPE f �I[[ormliOR�\� WHEN PORCH/DECK OCCURS AT END OF THE OF ROOF COLUMN TRANSVERSE TAG, PROVIDE ADDITIONAL SPECIAL SUPPORTS UNDER EACH COLUMN TRANSVERSE giAWxO SUPPORT PLANS ROOF 1OAO5 30 PSF PSPSFF DECPSF AT PORCH/DECK PER TABLE AT RIGHT. TAG FOHES 60 PSF 80 PSF .. DRAM By D. HOLT DATE 3-28-96 S U P P O R T P L A N — T R A N S V E R S E T A G W I T H P O R C H DEC 8 TIPAsm BY — IS -7 . DATE — �-- MATING LINE PERIMETER SIDEWALL FLOOR FLOOR JOISTS CHASSIS I -BEAM OR (2) 16d TOE -NAIL ----4 1 1 FLOOR RIM JOIST \r (2) NAILS CONTACT PAD (2) 2x6 N 2 OF 0 N NAILED. TOESRE ADJUSTABLE NUT BETTER NAILED ACCESSIBLE) TOGETHER WITH (2) 2x6 NAILED 16d NAILS AT 4" 0/C APPROVED 2" RISER APPROVED 2" TOGETHER WITH (NO SPLITS -ALLOWED) APPROVED PIER NOMINAL TREATED NOMINAL TREATED 16d NAILS AT (PERIMETER SUPPORT) LUMBER FOOTING LUMBER FOOTING 4" O/C. INSET 9"; PAD OR 4" THICK APPROVED METAL PIER FRAME PAD OR 4" THICKAPPROVED NOTE: A 3/4" x 1-1,'2" FOOTING SOLID CONCRETE SOLID CONCRETE APPROVED UR PAD. PAO. PIERS ONTTHE BCH OTTOM OF 2X6 BLOCKING. THE NOTCH MUST OCCUR AT 16" MIN FROM OUTSIDE EDGE OF BLOCKING'. SUPPORT CAPACITY FOR THIS CONDITION 10 12 3000 POUNDS MAXIMUM METAL PIERS JAI.METAL PIERS — MULTIPLE 18 INSET SUPPORTS AT PERIMETER C CHASSIS -GAP BETWEEN TOP'OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT CHASSIS I -BEAM EXCEEDING 2" IN THICKNESS) AND 4" WIDE x 6" LONG x 1" THICK MINIMUM I -BEAM ORS: OR FLOOR RIM JOIST WOOD SHIMS (WEDGES), FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE FLOOR RIM JOIST 1. ALL PIERS AND FOOTINGS SHALL BE APPROVED FOR THEIR OR PIER AND MAIN FRAME. 2" OR' 4" SOLID CONC. BLOCK MAY FILL THE INTENDED USE. BY THE AUTHORITY HAVING JURISDICTION. REMAINDER OF THE GAP. PIER CAP: 2x8x16" WOOD (2 LAYERS PIER CAP: 4"x 16"x 16" 2. A MINIMUM GROUND CLEARANCE OF 12" SHALL BE MAINTAINED MAX), OR 4x8x16" SOLID CONCRETE, SOLID CONCRETE BLOCK BENEATH THE LOWEST MEMBER OF THE CHASSIS (I -BEAM). OR COMBINATION Of BOTH, OR EQUIVALENT. = 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS = z < STANDARD OPEN OR CLOSED CELLo DOUBLE CONCRETE BLOCKS 10 SHALL BE 2.5:1 . w 8"x 8"x*16" CONCRETE BLOCKS WITH (SOLID OR CELLED) WITH z I CELLS PLACED VERTICALLY. THE o AND z 4. ALL FOOTINGS (PADS OR CONTINUOUS) MAY BE PLACED OIRECT- a �+ BLOCKS SHALL BE INSTALLED W/ 16" CAOCKSIN SPECKED CAPPED AS SPECIFIED a F LY ON THE GROUND SURFACE WHERE ALLOWED BY THE LOCAL DIMENSION PERPENDICULAR TOo ABOVE. JURISDICTION, PROVIDED THE SOIL IS FIRM AND UNDISTURBED, o z I -BEAMS OR ALTERNATE DIRECTION .°� z OR COMPACTED FILL. FREE OF GRASS AND ORGANIC MATERIAL. (Aw Lu w OF EACH COURSE. FOOTING: 16"x .16"x 4" SOLID w w vwi S. PIER HEIGHT MAY BE 36" MAXIMUM AS MEASURED FROM THE v APPROVED 2" CONCRETE OR OTHER PRODUCT v 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 Hill 111111�_ LUMBER FOOTING Li ALTERNATE: (2) 8"x 16"x 4' m PERIMETER OR CENTERLINE FLOOR RIM JOIST. PAD OR 4" THICK SOLID CONC. BLOCKS W/ JOINT FINISH GRADE SOLID CONCRETE PAD. BETWEEN BLOCKS PARALLEL 6. WHEN MORE THAN ONE-FOURTH OF THE AREA OF THE MANU- TO THE STEEL I -BEAM FRAME. FINISH GRADE 12 FACTURED HE OME IS INSTALLED SO THAT THE BOTTOM OF THE MAIN FRAMMEMBERS ARE MORE THAN 3 FEET ABOVE GROUND O CONCRETE BLOCK PIERS LEVEL, THE FOUNDATION SYSTEM SHALL BE DESIGNED BY A REGISTERED. PROFESSIONAL ENGINEER OR ARCHITECT AND THE WHEN A PIER IS FOUNDED ON TWO. OR MORE FOOTING PADS AND THE LENGTH OF THE PIER BASE IS LESS THAN THE WIDTH OF THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY CHASSIS I -BEAM OR 6"x 16" MINIMUM CONT. MULTIPLE PAD,'A LOAD DISTRIBUTING ELEMENT IS REQUIRED HAVING JURISDICTION. f100R RIM JOIST. CONCRETE FOOTING AND SHALL BE APPROVED 2 x TREATED LUMBER OR OTHER 'THE APPROVED MATERIAL W/ WIDTH AT LEAST EQUAL TO THE WIDTH FULL LENGTH OF OF THE PIER AND LENGTH AT LEAST EQUAL TO THE WIDTH OF THE OR -RIM JOIST. MULTIPLE PROS. joFESSIOI-BEAM pT APPROVED CONCRETE 1 ALTERNATE: FOOTINGS /.0 1\ ' MAY BE INSTALLED CONCRETE BLOCK ``Q�� �OSEpH fjr I 11 (OR METAL PIER) 4" �Q N0 10 9 BLOCK OR METAL PIER. PERPENDICULAR TO C040677 INDIVIDUAL OR COM- / 1 CHASSIS I -BEAM AT BINED PIER LOADS �( 111 NO MORE THAN 8'-0" ; 6��md.•.; O/C, WITH FOOTING LENGTH EQUAL TO in HOME WIDTH. Ery. - - CIVIL E��/fOFCAUFO��� NOTE: FINISH GRADE p " WHERE REQUIRED BY q0 oaewnc SE%UP INSTRUCTIONS' 20 PSF LOADSROOF 40 PSF LOCAL AUTHORITY, (2) y 4 CONTINUOUS �OTy EXTEND FOOTING BELOW FROST LINE 16„ REBAR LAPPED 12" MINIMUM APPROVED PIER AND FOOTING SUPPORT DETAILS30 PSF 60 PSF FOOTING 80 PSF DRAW Br.D. HOLT DAL[ 1-12_95 S-8 12 10 'PIER CONTINUOUS FOOTINGS ___ E SINGLE ON MULTIPLE PAD F REUSED BY: TM DAR: 7 43 02 I 1LJ LATLKJ ITI'G ID YLLI UK AWIMALI KIUUit SHINGLES ' 3" MIN. ....:. • APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) "` '' : ' '.;.", ' LAG SCREW CLUSTER TABLE 1 INSTALLED, EXTENDING 6" 12 GA. x 1 1/4" ROOFING CLUSTER" MAXIMUM SPAN OR ADJACENT SPAN MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE N (f UNIT G LAST .COURSE OF z PATTERN ' 20 P.S.F. 30 P.S.F. fAC'r6RY INSTALLED SHINGLES FIELD SHINGLES INSTALLED W/ (4) CA.x11"ROOF• 1 ..SCREW 5'-O" 3'-6" NAILS AT EA. N a 2 SCREWS 10'-0" 7'_0" SHINGLE. 4 SCREWS 20'-0" 14'-0" (2) LAYERS 15# FELT AFTER RIDGE BEAM OR APPROVED EQUAL BOLTING ATTACH 3/8"x 6 SCREWS 30'-0" 21'-O" FACTORY INSTALLED' 6" (MIN) PLYWOOD CLOSURE STRIP WITH 3/8,' DIA. x S" 8' .SCREWS 40'-0" 28'-0" 1/2"' BOLTS w/ WASHE 6d NAILS AT 6" 0/C TO LAG_SCREW 2" MIN. FROM TOP OF( IDGE BEAM AND 2) 6d 1.0 SCREWS 50'-0" 35'-0" RIDGE BEAM. FOR NAILS TO EACH RAFTER;mk NOTE: SPACING .AND BOLT OR COVER 5" ACCESS CLUSTER REQUIRED OVER HOLES WITH 30 GA. -:.A W,:":..N GL 1. LAG SCREW'CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS SEE 5-10 GALVANIZED METAL. 30. Q/0`-'20`:'p.S.F. SUPPORT POSTS ARE ON ONE SIDE OF C L 12 2'0" 0/C _ 30 P.S.F: 2. LAG SCREW SPACING IN CLUSTER TO BE 2" TO 4" 0/C RIDGE CLOSE — UP DETAIL — 3:12 ROOF •A ALTERNATE RIDGE BEAM LAG SCREW DETAIL - 20 P S F 'ANO' 30 P- .S. F. ONtY RIDGE FIELD INSTALL 1/2"- BOLTS WITH WASHERS BOLT CLUSTER TABLE I I BEAM AT 48" 0/C ® 20 PSF ROOF OR 32"O/C RIDGE CL 30 PSF ROOF OR 24" 0/C PSF ROOF MAXIMUM SPAN OR ADJACENT SPAN ROOF OR 16' 0/C ®60/80 PSFSF ROOFS BEAM .PATTERN 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F. 80 P.S.F • WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIOE OF 1. BOLT 12'-9" 8'-10" < ONLY, A BOLT CLUSTER IS N 4" O/C REQUIRED AS.SHOWN. FOR 2 BOLTS 25'-6" 17'- 8" QUANTITY OF BOLTS, SEE 9'-11' 9'-11" 7'-9" TABLE II AT RIGHT. 3 BOLTS 11,1 " LONGITUDINAL OR TRANSVERSE RIDGE BEAM SUPPORT POSTS TYPICAL WALL STUDS TYPICAL FLOOR —) • - 26 - 7 ___ ___ ___ 4 BOLTS --- 35'- 5" 19'-10" 19'-10" 15'-6" 6 BOLTS --- 29'-8" 29'-8" 23'-3" 8 BOLTS --- --- 39'-7" 39'-7" 31'-0" NOTE: V. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM ' SUPPORT POSTS ARE ON ONE SIDE OF C L 24 2. BOLTS SHALL BE 1/2" (MIN.) WITH WASHERS AT EACH END. RIDGE BEAM BOLTING DETAIL SEAL JOINT FOR ENTIRE LENGTH NOTES; AT FLOOR TO FLOOR CONNECTION DECKING WITH EXTERIOR GRADE CAULKING 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE -OR EQUAL Q�pfESSlO AND WATERT INFILTRATION OHIBIT AIR FFLOOR MANUFACTURER. SDSEPyFfycy, 2. AS AN ALTERNATE TO ROOFING NAILS, 1"xl"x16 GA. STAPLES MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOLTS & LAC SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL. 4. FOR ELECTRICAL GROUNDING BETWEEN .SECTIONS, USE STAR WASHERS AT BOTH ENDS OF THE 1/2" BOLT ON AT LEAST... ONE OF THE BOLTS BETWEEN EACH CONNECTED SECTION. 1/2'!- BOLTS THROUGH OUTRIGGERS MATING ANCLES.AT 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY BE SPACED UP TO 6" 0/C PROVIDED. THAT 2'. 0'/C TO 4" O/C ALTERNATE: ENDS OF OUTRIGGERS AVERAGE SPACING IS MAINTAINED THROUGHOUT THE CLUSTER. FOR ALTERNATE FLOOR CONNECTION W/ WASHERS. (SEE USING LAC SCREWS SEE DETAIL NOTE N4 AT RIGHT) s-Iz FLOOR CONNECTION 2 NO. C04207� . Exp 3-31-7006 . CIVIL "SET—UP INSTRUCTIONS" 20 PSF 60 PSF FLOOR AND ROOF 30 PSF 80• PSF CLOSE—UP DETAILS 140,PSF AT. D. HOLT DATE12-20-94— 10 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 BLOCKINGB' -O/C UNIT C' UNI INSTALLED, EXTENDING 6" 12 GA, x 1 1/4" ROOFING W/ 6d NAILS 0 6' MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE FIELD BOLTING QUANTITIES.PER 5-10 OF UNIT CENTERLINE LAST COURSE OF SHINGLES 12 1/8" MIN FIELD INSTALLED W/ (4) 12 ROOF SHEATHING 2 x BLOCKING GA. X 1 1/4" ROOFING NAILS AT EACH SHINGLE GABLE TRUSS (FACTORY INSTALLED) FACTORY INSTALLED SHINGLES I -1/2 - MAX (2) LAYERS 15# FEL AFTER RIDGE BEAM OR APPROVED EQUAL' BOLTING, ATTACH 3/8"x TYPICAL TAG UNIT TRUSSES FACTORY INSTALLED 12" (MIN) PLYWOOD, AT 16" OR 24" 0/C CLOSURE STRIP WITH 8d NAILS AT 6" 0/ 6d NAILS AT 6" 0/C TO TAG UNIT MATING WALL 20 RAFTER RAIL AND (2) 20 RAFTER RAILS -(2) 6d NAILS TO EACH RAFTER. RIDGE BEAM TYPICAL ROOF TRUSS 1/2- DIA BOLTS W/ WASHERS 2" MIN. FROM TOP OR BOTTOM OF RIDGE BEAM OR 3/8" LAG SCREWS. FOR SPACING' AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE 5-10 12 12 RIDGE. CLOSE — UP DETAIL _ 4:12 ROOF JAI SECTION - TRANSITION FROM "B" TO "C" 18 STANDARD TAG NOTES: 7/16" APA RATED 24/16 SHEATHING^ 'C' UNIT SHIPPED LOOSE, INSTALLED WITH LONG 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE DIMENSION PERPENDICULAR TO MATING MANUFACTURER. LINE W/ 6d NAILS O 6" 0/C FACTORY INSTALLED 2. AS AN ALTERNATE TO ROOFING NAILS, 1"xI"x16.GA. STAPLES . TEMPORARY WEATHER MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. PROOFING MTL. FOR PROTECTION DURING 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. TRANSIT do STORAGE A-307 OR EQUAL. 1-1/2;T MAX ���P���OSEPWOFESSIy � Fl y� NO. 10� • C042077 Exp. 3. 31-2008 CIV - OA��� or CAL1f 1111G ".SET-UP INSTRUCTIONS" 20 PSF60 PSF ROOF CLOSE-UP'DETAILS 30 PSF 80 PSF 140 PSF 12 a+Aw+ 8T D. HOLT • DATE 3-29-96 S-1 1 '8' ALTERNATE CLOSE-UP DETAIL (TYPICAL TO DETAIL EXCEPT AS NOTED) C RVASMBy T. MCGUIRE GATE 1-23-03 MARRIAGE LINE NRA - NOTES FLOOR DECKING 1. THESE. INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR 2 x 6 RIM JOIST CONNECTION AND ELECTRICAL GROUNDING ACROSS :'. MATING LINES WHEN CHASSIS' MATING ANGLES ARE NOT' FLOOR SEALER TO PREVENT INFILTRATION FACTORY INSTALLED. 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 "0" AND "SHEET S-10, GENERAL NOTE NO. 4". a BOTTOM 80ARO - PATCH W/ VINYL TAPE AT LAG SCREWS 3/8" x 5" MIN. LAG SCREWS '® 16" O/C (ALTERNATE SIDES AS SHOWN) TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) 4 FLOOR. CONNECTION REQUIRED AT EACH MATING LINE A MARRIAGE LINE FLOOR DECKING I 2 x 6 RIM JOIST PR6fESSloh, �IN �SOSEPH icy \s�� l>o�r^ NO. C04207J� / * .3-31-7006 ` fI CIVIL �flOF CAUf ORS SOLDERLESS LUG FOR ALTERNATE GROUNDING ORAwx¢ CONNECTION, SEE GENERAL I ROLE LOADS y8 BARE COPPER WIRE NOTE M 2. ALTERNATE FLOOR CONNECTION 20 PSF TYPICAL OUTRIGGER 30 PSF RT G. SUE DATE3-28-96 S-12 GROUND CONNECTION REQUIRED AT EACH MATING LINE f3 FACTORY t FACTORY f FLOOR NOTE; INSTALLED • WATER LINES INSTALLED WATER LINES NO TOOLS SHALL BE OPTIONAL QUICK USED ON THE QUICK FLOOR FLOOR I DISCONNECT I DISCONNECT DEVICE; DEVICE MATING HATING JOINT JOINT (SUPPLY) GAS CONNECTOR WATER CROSSOVER FLEX SHUTOFF) SUPPLIED B7 FLEXIBLE PLASTIC WATER CONNECTOR SUPPLIED BY VALVE, MANUFACTURER. PIPINGCONNECTED DIRECTLY THE MANUFACTURER (MUST NOT REQUIRED THROUGH SWIVEL CONNECTOR BE LISTED FOR EXTERIOR WHEN QUICK REMOVE DUST AND`COUPLING USE) DISCONNECT CAPS BEFORE 6 6 'IS USED CONNECTING 6 WATER LAE CROSSOVER A ALTERNATE WATER. LTE CROSSOVER B GA$ LTE CROSSOVER I C COUPLING WITH 1 ADJUSTABLE yl° NOTE NOTE: DRAIN LINE TUB OR TUB/SHOWER SCREW CLAMP DRAIN LINE TEST TO BE TEST TO BE CONDUCTED ALTERNATE: FLOOR CONDUCTED AFTER ASSEMBLY ' AFTER ASSEMBLY. STRAINER AND _ ABS COUPLING W/ PER NOTE 6 BELOW. COLORS INTERIOR PARTITION SWIVEL ADAPTER APPROVED SOLVENT MUST MATCH COUPLING WITH ADJUSTABLE FLOOR SCREW CLAMPS STUBBED ADJUST FALL TO 1/4" PER FOOT Ity" VENT LINE MIN. (V8" PER FOOT IF THERE 19 A CLEANOUT AT UPPER END OF TI: LOOSE SECTION) DRAIN SECTION OUTLET (ONE ONLY) SANITARY TEE I I _ COUPLING WITH � ADJUSTABLE I I APPROVED M" OR 2" PIPE COUPLINGS SCREW CLAMPS I TO MAIN DRAIN t1q" PIPE STUBBED LINE COLORS MUST MATCH LOOSE DRAIN SECTION - DRAIN LINE 'P'- TRAP, SEE -NOTES FOR DETACHED DRAIN ASSEMBLY" BELOW THE P-TRAP COVER W/ INSULATION' W/ UNION F+ 8 SHALL BE SHIPPED LOOSE 8 DRWT UNE CROSSOVER 161 TYPICAL DETACHED DRAIN ASSBIr BLY jE FELD INSTALLED 'P — TRAP' IF NOTES*FOA DETACHED DRAIN ASSEMBLY - DETAIL "E' FACTORY INSTALLED 1. ABS PLASTIC PIPE FITTINGS AND JOINTS: USE :SOLVENT 5. SUPPORT DRAIN LINE(S) BY FACTORY INSTALLED PLUMBERS TAPE 1/2" MIN CPVC GEMENT SPECIFICALLY MANUFACTURED FOR USE IN ABSOR PLASTIC STRAPS AT a8' O/C RAP LOOSE END OF MAX.. PIPE & ELBOWS PLASTIC PIPE CONNECTIONS. APPLY, IN ACCORDANCE WITH STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO EACH. SIDE OF MANUFACTURERS INSTRUCTIONS. SOLVENT SHALL COMPLY CHASSIS WITH SELF-TAPPING SCREW. ASSURE PROPER SLOPE MATING LINE. WITH ASTM D 2235-81 OR NSF-14-1985. IFALL) 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 i 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 ` SHIPLOOSE, SITE INSTALLEDBCPVC EACH FITTING. ACCORDING TO THE FOLLOWING PROCEDURE:.. O PIPE WITH 2 ELP 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' SIZE SHALL 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.(TUB d SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL APPROVED 'FOR CPVC FITTINGS, THAN 18- UNRESTRICTED CLEARANCE DIRECTLY IN FRONT, TRAPPED AIR HAS BEEN'RELEASED, THE TEST SHALL BE ALT. WATER CROSSOVER CPVC G OF THE DRAIN OUTLET. SUSTAINED FOR'NOT LESS THAN 15 MINUTES WITHOUT EVIDENCE OAAWNG 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 'SU4P NSTRWjjOM$' 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 6 EMPTIED SIMULTANIOUSLY TO OBTAIN THE MAXIMUM POSSIBLE auwn er DATE IIEV= FLOW IN THE DRAIN PIPING. D. HOLT 12-5-94 4-24-02 S.13 TYPICAL GROMMET FLOOR INSULATION (FACT; INSTALLED) CONNECTION FURNACE TYP. A" 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. (FIELD INSTALLED) 5•la V_ 10"e OR. 12"e FLEX DUCT. 4" MIN, GROUND CLEARANCE (ALT: CROSSOVER DUCT MAY REST ON CONT. P.T. OR ALTERNATE, AIR SUPPLY PER DET, SNIPPED LOOSE AND FIELD' INSTALLED (R•4 MIN.„ TTP.) FOUNDATION REDWOOD.) (FIELD INSTALLED) 5.14 16 FLEX HEAT DUCT CROSSOVER – DOWNFLOW FURNACE JA STANDARD HEAT DUCT FACTORY INSTALLED �\ 016 MIN. GAL V. OR ALUM. MIXING BOX INSULATED W/ FLOOR ' '/ 1 R•4 MIN. NEAT REGISTER • ONE ONLY — FURNACE FURNACE SEALED COMBUSTION OR ELECTRIC FACTORY, INSTALL ED DUCT MATERIAL FACTORY INSTALLED / ATTACH FLEX DUCTS TO (2) 10"t OR 12"0 COLLARS (ONE EAGN SIDE) W/ TYP. COLLARS. ATTACH OTHER END OF FLEX DUCT TO TYP. NEAT DUCT PER FACTORY S•I/ INSTALLED 17 14"o COLLAR FOR — CROSSOVER DUCT 6"o COLLAR FACTORY MIXING. -BOX DETAIL D — INSTALLED 14"0 FLEX DUCT I a[vsioNs x0 aEr BEO Br D IE 5WIPPE0 LOOSE AND - - FIELD INSTALLED, (TO BE SUPPORTED FROM EVERY GROM• MET W/ BAILEY WIRE) DUCT LISMIN. R-4. LISTED M 14" x 10" x 10" OR 14" x 12" x 12" 'Y' GALVINIZED I INSULATED W/ R-4 MIN, SNIPPED LOOSE, FIELD INSTALLED SHIPPED LOOSE AND FIELD INSTALLED. 10"0 OR 12"0 FLEX DUCT SNIPPED LOOSE AND FIELD INSTALLED. B1AWW0 'SET—UP INSTRUCTIONS' MECHANICAL I6 16 ,0AAWx By HOLT OAffD. 12-20-154J ^-14 ALTERNATE AIR SUPPLY METHOD 8 .OPTION REMOTE REGISTER C TO P JUNCTION BOX CIRCUITS. N N G G P JUNCTION BOX WITH METAL COVER PLATE FACTORY FLOOR TO DISTRIBUTION PANEL r _ L -1 N INSTALLED G . I JUNCTION BOX SPLICES TO BE MADE W/ APPROVED CROSSOVER FOR ONE CIRCUIT P G CONNECTORS. p P TO N P P CIRCUITS N G G J•BOX SIZING: P 100 AMP•4"x10'x10" p JUNCTION N BOX G CR0550VER FOR TWO CIRCUITS ELECTRICAL AND WIRING DIAGRAMS FOR CROSSOVER FLEX CONNECTOR, LOCK NUT AND PLASTIC BUSHING FLEX ELECTRICAL CONDUIT WIRED AND SPLICED PER DIA- GRAMS AT LEFT. B A 200AMP•4'x10'x12' J FLEX ELECTRICAL -/ CONDUIT TO PARK PANEL BOX, SPLICE CONNECTORS REQUIRED FOR 100 AMP SERVICE AND LAF*ERfOR 50 AMP SERVICE, A PLUG-IN CORD 16 PROVIDED ELECTRICAL FEEDER 'ASSEMBLY g GENERAL NOTES: In I I I I I I t. WARNING: 00 NOT PROVIDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE SYSTEM IS' INSTALLED a CONNECTED. I I 2. ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN LISTED COMBINATION I I PANEL, METE , JAC 02 DISTRIBUTION I I OR _ APPROVEEDDEQUAL Q O MAIN 0 o NOT WARES MAIN PANEL ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN AND NEAR. THE'BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, CONSISTING OF AT LEAST 20 FEET OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHERELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR BOOS .OF NOT LESS THAN 1/2" DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN NUMBER 4 OR OTHER APPR0,VE0 GROUNDING SYSTEMS PER 250•S1 ANO 230.63 OF THE NEC. SERYIC CONDH ENTRANCE CONDUCTORS -,SIZE PER LOCAL GORES 3. MAIN PANEL WITH METER BOX SHALL NOT BE INSTALLED ON HOMES WITH METAL SIDING: 'GROUND / NEUTRAL BAR UNDERGROUND, CONDUIT TO BE RIGID STEEL OR OTHERWISE CONFORM TO LOCAL CODES AND REQUIREMENTS GROUND WIRE . 2' NON-METALIG CONDUIT RACEWAY �fns+oxs "o• xEt75[B er All I M. EZZO " `3/.1/98 M.. EZZO Ilhl/96 FIELD INSTALLED GROUNDING ELECTRODE CONDUCTOR FROM SERVICE EQUIPMENT TO GROUNDING ELECTRODE SYSTEM. WIRE SIZE PER THE FOLLOWINGS FITTING FOR CONNECTING CONDUIT FROM METER BASE TO BE INSTALLED ON SITE SERVICE, 100 AMP - • b COPPER 175 AMP - • 4 COPPER • • 150 AMP 4 COPPER BxAtnxc 'SET-UP INSTRUCTIONS' 200 AMP • 4 COPPER ELECTRICAL"�W PANEL. COMIEOTIOtVS e ClMAIN PANEL ASSE1vSl V S OxAI'M p ELECTRICAL BT BAtf D. HOLT 12-16.94 S-15 I —FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING I FIELD INSTALL 5.,iLOCKING FIELD INSTALL`FIELD INSTALLED 1:2" LENGTH OFMINIMUM 2' tl:tCA' SIDING SIDINGWIDE WOOD BATTEN WITH BATTEN 8d NAILS AT 120 C / CUT FROM SAME j MATERIAL AS HORIZONTAL 1 SIDING UNDER-' CAULK OR SEAL AT FACTORY I' SIDING, ATTACH LAP SIDING I NEATH. EDGES TYPICAL (. ) INSTALLED I' WITH 6d NAILS -(FACTORY HARDBOARD AT' V-b/C' EACH . INSTALLED). I FACTORY INSTALLED OR PLYWOOD SIDE OF < HARDBOARD OR SIDING lb PLYWOOD SIDING 6„ 6„ MIN. MIN. 12 12 8 ENDWALL CLOSE—UP DETAIL —' HARDBOARD. JA ENDWALL CLOSE—UP DETAIL — LAP SIDING B' INSIDE CORNER CLOSE—UP C RIOGE.BE NOTES: I. ALL FASTENERS MANUFACTURED FROM STEEL WIRE .TYPICAL .. TRUSSES FWIGE NOTCH .' EXPOSED TO WEATHER SHALL BE- ZINC COATED BY OR OVERHANG) HOT—DIP GALVANIZED ZINC, ,MECHANICALLY DEPOSITED ZINC OR' ELECTROOEPOSITED ZINC. FASTENERS MANU- FASCIA SPLICE FACTORED FROM ALUMINUM ALLOY WIRE OR OTHER FIELD APPLIED NON=FERROUS ALLOYS EXPOSED TO THE WEATHER DO PER DETAIL N07; REQUIRE 'PROTECTIVE COATINGS. . S -I6 2. ALL CLOSE-UP MATERIAL SHALL,BE SUPPLIED BY THE ENOWALL 2X6 OUTLOOKERS MANUFACTURER. BELOW EXTENDED 32" MIN IN FROM ENDWALL. . — — — (FACTORY INSTALLED) c� FASCIA--� a t2 � o � I a�� N O FACTORY INSTALLED g" g" FACTORY INSTALLED OUTLOOKER SPACING. MAX MAX OUTLO.OKER SPACING 16 . FASCIA SPLICE. AT RIDGE p tx3x7" SPLICE BLOCK. FIELD INSTALLED TO p�� pwo ESSIOFASCIA WITH sd ��JOSEPyF�����^ NAILS M N EACH SIDE OF SPLICE .� .N0. C,p420JJ ' Ev. 1 ]1_2006 Civil Or CALIF OR��� 2x8 FASCIA OR BRAWXG 1x4.RAFTER RAIL "SET—UP INSTRUCTIONS' (UNDER HARDBOARD WALL & ROOF CLOSE—UP DETAILS FASCIA) 6 ' . . ENDWALL FASCIA SPLICE AT RIDGE E DRAW BY OAR D. HOLT 12 21-94 S=16 EXTERIOR WALL FRAMING TYPICAL WALL BELT RAIL FACTORY -INSTALLED HARDBOARD K'j-�-----=�-_I FRAMING W/ STUDS AT 16' 0/C _ SIDING TYPICAL TOP PLATE - �' II •. II II OPENING IN I I WALL FOR FIELD �-CAULKING TYP. STUDS AT II I' II INSTALLATION —�f—�I 16 O/C II OF ELECTRICAL 1 FIELD INSTALLED II II II METER BASE, REMOVE FACTORY HARDBOARD BATT' ENTIRE VOID AREAS TO II I II z ETC . . . II INSTALLED POLY- BE FILLED w/ MIN. R-1 II ii W ETHYLENE SHEATHING "Z" OR "H" FLASHING INSULATION. II II I p I II II FIELD INSTALLED S -I1 II II II a HARDBOARD SIDING W/ II II II 6d CORROSIVE RE- ENTIRE OPENING SHALL II II o CAULKING FLOORIJOISTS SISTANT NAILS AT 6" 0/C BE COVERED W/ POLY- EDGES AND FIELD. ETHYLENE SHEATHING II 11 II ^ FIELD FIINSTALLED HARDBOARD FIELD S DURING TRANSIT AND II II I 6d CORROSIVE . ` I1 FIELD INSTALLED REMOVED PRIOR TO II II II L--ll--JL RESISTANT NAILS AT 6" 0/C FIELD INSTALL SKIRTING (MAY BE ONE PIECE) ATTACHMENT OF ' OTTOM EDGES AND FIELD. HARDBOARD 8 ,HAROBOARD. PLATE 24' B WALL CLOSE - UP JA WALL OPENING 18 D E T A I L 1C TYP, AT STUDS 16" 0/CFACTORY -TYP. TOP PLATE. --T- INSTALLED EXTERIOR SIDING p EXTERIOR NOTES: -rr-- ---m--- II' II II III i III r ---- it— TYP. BLOCKING AT ALL 1 II GYPSUM BOARD JOINTS S-16 ENDWAIL CLOSE-UP 1, ALL FASTENERS MANUFACTURED FROM STEEL WIRE II II ¢ III II II TYP. STUDS EXPOSED TO WEATHER SHALL BE ZINC COATED BY u I'I IF = Ill. 11 II FIELD INSTALL 5/16" GYP, AT 16" 0/C HOT -DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED � I I I11 II II BD. W/ CONT. BEAD -' ZINC OR ELECTRODEPOSITED ZINC: FASTENERS MANU- P.V.A. CLUE AT ALL FRAM- R /�J FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER tO II II if II 111 II I II II ING MEMBERS do ATTACH II I 11 I NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO NOT REQUIRE PROTECTIVE COATINGS. o II II II II W/ 3(16"xl"x19 GA. STAPLES i II II II . 'AT 6' 0/C EDGES do FIELD T x� 2.' ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE II S-1 II AND NOT LESS THAN 1/4" MANUFACTURER. II II III 11 11 FROM SIDES do ENDS 9R - in I I I I III- II II 1/2" GYP. BD. W/ X6 z 11"_ I II II II II III II III II II SCREWS OR 5d COOLER II NAILS OR .098 SHANK x FIELD INSTALL GYPSUM FACTORY INSTALLED II II III II II 11" LONG x 19/64" HEAD BOARD (MATCH EXISTING ) GYPSUM BOARD II II III II I---I�---11 II RING SHANK NAILS AT PER DETAIL (AT LEFT) -I�-- _-jj- 7" 0/C EDGES AND FIELD S -I AND NOT LESS THAN 3/8" TYP. BOTTOM PLATE FROM EDGES & ENDS. 24 8 INTERIOR ENDWALL CLOSE — UP ID1 D E T A I' L JE pROfESSf0p1� s0 S E Py �Q r�0 NO. C042077e Exp. 3_31_2006 CIVIL OF m0tj0.��� DRAwxO "SET—UP INSTRUCTIONS WALL CLOSE-UP DETAILS ' ONAM BY DAR D. HOLT 12-22-94 S-17 ROOF CONNECTION PER 1NNECTION PER 77 �`-FLOOR CONNECTION PER SET=UP MANUAL 5-10 TRIPLE WIDE SECTION VIEW r-TOESCREW #10x4" SCREWS AT 24"O.C,' MALI MAP WAL WALL CONNECTION FLAT OUTLOOKERS 7/16 O.S.B. 2 x 6 OUTLOOKER 1 x'3 R.S. SCREEN (FACTORY INSTALLED) x 6 R.S FACTORY INSTALED) MAIN UNIT O1 STEP FLASHING (3" HIGH) N FLAT OUTLOOKERS ' 2 x 6 OUTLOOKER (FACTORY INSTALLED) DORMER TRUSS W/ VERTICAL WEBS ® 16" O.C. • ' ao MAIN UNIT vi x-7/16 O.S.B. �I x 3 R, S. r -SCREEN TRUSSES OVER MAIN UNITS TAG UNIT ROOF CONNECTION (2) 2 x 4'S 2:1 IDI ALT. WALL, CONNECTION (FACTORY S MARRIAGE WALL INSTALLED) TT STEP FLASHING (S" HIGH) 2:1 B I ROOF CONNECTION - DETAIL C NOTES:' • �� QR�EESS10Nq� E Py �. �o NO, C042017 2x6FLAT SIDEWALL Exp..3-31-2006 civi tear C ALIT SIMPSON A -35'S W/ 12 NExyDNs 80'x 1 1/2- NAILS NO. RVAsED BY DArt INSTALLED ON SITE TO TOP AND MIDDLE OF TAG SIDEWALLTO MAIN UNIT SIDEWALL. INTERSECTION. TAG ENOWALL TRIPLE WIDE (TAG) ROOF LOADS INTERCONNECTION DETAILS 20,30,40 60,80 PS 2EOWN or RAJ DA 1tE 2/18/98 S-18 E PORCH RALM DUAL GGAMtq TAO, UNT. DECK . RALM - nwr toAW DETAL ALL ouml AT r1u 1 GAIT 3/12MJ S-19 A TIEDOWN SYSTEM GENERAL NOTES: FLOOR A. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS, BUCKLES AND GROUNb' ANCHORS IS ONE ACCEPTABLE METHOD / \ CHASSISQF ANCHORAGE.' ALTERNATES TO THESE METHODS, MATERIALS, SPACINGS,. ETC... APPROVED TIE -DOWN STRAP WRAPPED 1 MAIN BEAM MAY• BE USED PROVIDED THEY MEET THE LOAD AROUND MAIN BEAM AND ATTACHED CAPACITY: REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE TO BUCKLE AND TO ANCHOR HEAD LISTED AND CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCH= PER DETAILS Z!MS-2 ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. S-20 2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHALL APPROVED SUPPORT z s—zo TIER FOOTING PER S -20 ;o -8E CAPABLE OF RESISTING AN ALLOWABLE- WORKING LOAD OF AT LEAST 3150 LBS. PLUS A 50% OVERLOAD (4725 LBS.) WITHOUT DRAeHNG -- 10? -30? S-8 FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A PROFESSIONAL' ENGINEER OR ARCHITECT AS TO ITS CAPACITY 1 T .TO RESIST: -THE FORCES .SPECIFIED BASED ON ANGLE OF INSTAL- APPROVED CATION AND:•S.OIL TYPE IN ACCORDANCE WITH ASTM 03953-91, - GROUND STANDARD:: SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS. SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE ANCHOR ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. EMBED ANCHOR PER �—GENERAL NOTE j 6. 3. HORIZONTAL WIND PRESSURE = 15 PSF. IZ PORTION OF THE TIE -DOWN EXTENDING BEYOND THE -VERTICAL PLANE O.F. AN EXTERFOR WALL OF THE. HOME SHALL 'T I E' - D 0 W .N• D E T A I L JAT.4.NO BE ABOVE: THE GROUND. V 1 WEAVE SUFFICIENT LENGTH OF TIE -DOWN STRAP THROUGH � 1 B1 TOP SLOT OF BUCKLE THEN GOWN THROUGH THE BOTTOM V / _ n TOP SLOT OF 5. ALL ANCHORING .EOUIPT.. EXPOSED TO 'WEATHER SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO THAT PROVIDED BY SLOT OF BUCKLE,.THEN BACK UP THROUGH THE TOP �a��v9 ' . I ���_ 'BUCKLE, WRAP AROUND.. BUCKLE A COATING OF ZINC ON STEEL OF NOT LESS THAN �ry� `' MAIN.-BEAM:".ELISFINISH 0.30 OUNCES PER SO. FOOT OF SURFACE COATED. ALL SLOT OF THE BUCKLE.FOR A SECOND"IiME AS �� �� SEE OEiAll SHOWN IN FIGURE B -I. ��� B. GRADEeEAT STEELE dcTCERT BY AOPROFESSIONAILK 5-20 5-20 ENGINEER OR ARCHITECT AS CONFORMING TO ASTM 03953-91 THE TIE -DOWN STRAP AROUNDTHE, MAIN BEAM 6. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, OWRAP B2 THEN THROUGH THE TOP. SLOT'OF,THE BUCKLE FOR MAIN BOITOM.. EMBEDDED BELOW FROST LINE, AND AT LEAST 12" ABOVE THE THIRD TIME AS SHOWN IN FIGURE 8.-2. THEN BEAM SLOT OF THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTALLED EXTEND THE TIE -DOWN STRAP DOWN TO THE,GROUND' BUCKLE ANCHOR PER B _ BUCKLE �' TO PROVIDE ADDED RESISTANCE. HEAD AND CONNECT DETAIL .. 7.IN .LIEU OF THE TIE -DOWN SYSTEM HEREIN, GOLDEN WEST HOMES VOLL ALLOW INSTALLATION OF ANY HOME ON. A PERMANENT (�ANCHOR ' FOUNDATION SYSTEM OR OTHER APPROVED TIE -DOWN OR ALTERNATIVE SYSTEM THAT NOTE: ITE IMPORTANT TO REMOVE ALL SLACK FROM STRAP MEETS THE DESIGN LIVE LOAD THE SYSTEM AROUND THE MAIN BEAM ASSEMBLY. REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY, THE LOAD TO PROTECT STRAPS AGAINST SHARP CORNERS OF I -BEAM, CAPACITY �REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY CUT A PIECE OF STRAPPING•TO WRAP AROOND DIE I -BEAM B — 1 A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM BEFORE THE TIEDOWN STRAP IS WRAPPED AROUND THE BEAM. USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES LONGITUDINAL FLOOR CONSTRUCTION. TIE - DOWN STR AP TO M AIN BEAM DETAIL le J0 S E P y C1 C2 C3 C4 NO. INSERT TENSION INTO CO On THE BOLT USE A 15/16' SOCKET OR OPEN END TO HOLD BOLT UNDER TENSION WHILE REPOSITIONING ONCE FULLY TENSIONED, ALIGN THE ANCHOR HEAD AND ATTACH WRENCH TO MAKE AT LEAST FOUR THE 15/16' SOCKET OR WRENCH, PLACE AN OPEN END THE SQUARE NECK OF THE BOLT CIVIL THE NUT LOOSELY. THEN INSERT COMPLETE TURNS ON BOLT UNTIL WRENCH ON THE 5/8' SOUARE SHOULDER OF THE BOLT. W1T14 SOUARE HOLE IN ANCHOROFCAlIf00.��� THE STRAP INTO THE SLOTTED STRAP IS NAT. THEN REPOSITION THE 15/16' SOCKET OR WRENCH TO HEAD AND TIGHTEN THE HEX NUT, ASAS OWN. AFTER NK OF THE NSTRAP ISION S FACILITATE 1}iE FINAL TENSIONING. THIS WILL ORAW;1]1E TWO TO- DaAr�nc TYPICAL ROOF LOADS 20 PSF 300 40 CETHER AND LOCK THE SYSTEM INSERTED THROUGH THE SLOT, INTO ITS FINAL POSITION. TIE—DOWN SEND IT UP AT 90?. DETAILS PSS 80 PSF DRAM 9r. 0. HOLT DAM -5-23-95 S-20 - B - T I E — 0 0 W N S T R A P T O G R 0. U D A N C FI 0 R D E T A I L C_ aEHsm er: TM ..N DAte11-25-99 LONGITUDINAL TIE DOWN BRACKET IS INSTALLED IN'PLANT. S-21 ALT BRACKET MAY BE INSTALLED ON SITE PROVIDED THAT THE CAPACITY IS RATED FOR 3150 LBS 'NORKING LOAD AND INSTALLED PER BRACKET MANUFACTURE'S ENOWALL INSTRUCTIONS. FLOOR I -BEAM ta . l INSTALL ONE 1\ APPROVED TIE - DOWN STRAP AT EACH END OF H EACH FLOOR SECTION 45 OE MAX' 0 . W APPROVED ANCHOR WITH ANCHOR TO BE IN. UNE WITH STRAP SINGLE TENSIONING HEAD UNLESS APPROVED STABILIZER PLATE. OR COLLAR IS INSTALLED FOR 45' MAX. ANGLE, 'W'MUST BE GREATER OR EQUAL TO •H'. INSTALLATION OF LONGITUDINAL TIE DOWNS USE (1) LONGITUDINAL TIE OOWN'AT EACH ENO OF EACH SECTION PLAN VIEW A SECTION B SECTION 4.-6. I I —� c SECTIONI .I I 9•-0' L 9,-0" A I B C I A — — . 1 r r+i -L� ,-;+i ��-Jti MAX .A. .B• ,C' = 13'-6" - � SINGLE WIDE DOUBLE OR TRIPLE WIDE LONGITUDINAL TIE DOWN REQUIREMENTS QftOfESSlO,yq� MAIN I -BEAM BRACKET 5Q ,�SEPH(� IS 11ga. STEEL jCyf -' •.. MIN- V�S�� ��Q, job 3" I --------------- NO. 1 1/z 4207 Exp. 3-31-2006 .FULL WIDTH WELDS 1/8" ORCIVIL fTgj£OFCAUfO���R THICKNESS OF BRACKET (MIN). LONGITUDINAL TIEDOWN 3 1 2" STRAP BRACKET DETAIL 1.O S - LONGITUDINAL REFER TO NOTES ON PAGE 5-20 FOR STRAPPING AND ANCHORING SPECS, TIEDOWN REQUIREMENTS ' ORA%H BY: TM NANO ZONES aAYE11/29/99 1 only REV- EN S-21 INSTALL RIDGE SHINGLES OVER RIOCE BEAM WITH (1) STAPLE OR NAIL ON EA. SIDE AS SHOWN . • . . %F I -:;k . VAW MOL140, S/8• 4 ALL EXPOSED EDGES 'It.: 1 •` �TYp��J/ OF SHINGLES TO BE 1• ?• •1 �, , FIRMLY EMBEDDED 1 11 N PLASTIC ASPHALT y 1 �'/ • CEMENT PULL BACK FACTORY INSTALLED FELT 36" WIOE, 90a ROLL ROOFING UNOERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY,- (4) STAPLES OR ACCESS FOR RIOGE•BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING. WHEN FINISHED • INSTALLED ROLL ROOFING 12" AS SHOWN INSTALL 30 CA, CALV. METAL OR AND FULLY CEMENTED AT LAP, PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING INTERWEAVE FIELD INSTALLED SHINGLES TO MATCH FACTORY INSTALLED SHINGLES, JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6" STARTING AT BOTTOM AND WORKING T.0 STAPLES OR NAILS. AND FULLY CEMENTED AT.LAP. , RIDGE AS SHOWN ROOF CLOSE -'UP DETAILS TAG WITH STANDARD GABLE �S\�>�� �OSEP ,- Fly yrs J/I/f �IVILIi -' . DAAwxC ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE OAA1kI By O.'HOLT DATE1.2-27-94S-30 PULL BACK FACTORY INSTALLED FELT INSTALL SHINGLES UP TO TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD RIDGE WITH (4) STAPLES BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND OR: NAILS PER SHINGLE CALV. METAL OR PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK EXTENDING 6" MINIM UM .TO RIDGE JOINT AND ATTACH WITH EACH SIDE OF MINIM BEAM STAPLES OR NAILS, FACTORY INSTALLED `�� FOR FASTENING SHINGLES USE SHINGLES 11"02 GA. GAL•V, ROOFING } NAILS OR 1"xl"06 GA. STAPLES (2) LAYERS FELT, FIELD f' INSTALLED AND EXTENDING 6" OVER RIDGE FIELD INSTALL SHINGLES OVER MATING SAME AS JOINT, • � OVER RIDGE BEAM , •• �;. FIELD INSTALLED FELT G li OVER JOINT 4 , '4 FACTORY INSTALLED VALLEY ROLL ROOFING INSTALL RIDGE SHINGLES OVER RIOCE BEAM WITH (1) STAPLE OR NAIL ON EA. SIDE AS SHOWN . • . . %F I -:;k . VAW MOL140, S/8• 4 ALL EXPOSED EDGES 'It.: 1 •` �TYp��J/ OF SHINGLES TO BE 1• ?• •1 �, , FIRMLY EMBEDDED 1 11 N PLASTIC ASPHALT y 1 �'/ • CEMENT PULL BACK FACTORY INSTALLED FELT 36" WIOE, 90a ROLL ROOFING UNOERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY,- (4) STAPLES OR ACCESS FOR RIOGE•BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING. WHEN FINISHED • INSTALLED ROLL ROOFING 12" AS SHOWN INSTALL 30 CA, CALV. METAL OR AND FULLY CEMENTED AT LAP, PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING INTERWEAVE FIELD INSTALLED SHINGLES TO MATCH FACTORY INSTALLED SHINGLES, JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6" STARTING AT BOTTOM AND WORKING T.0 STAPLES OR NAILS. AND FULLY CEMENTED AT.LAP. , RIDGE AS SHOWN ROOF CLOSE -'UP DETAILS TAG WITH STANDARD GABLE �S\�>�� �OSEP ,- Fly yrs J/I/f �IVILIi -' . DAAwxC ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE OAA1kI By O.'HOLT DATE1.2-27-94S-30 PULL BACK FACTORY INSTALLED FELT TO EXPOSE ACCESS FOR RIDGE BEAM BOLTING, WHEN FINISHED INSTALL 30 GA. GALV. METAL OR PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. FACTORY INSTALLED ' SHINGLES 74.: (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING 6" OVER RIDGE —i FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT OVER JOINT �\ \ ROLL V INSTALL SHINGLES' UP TO INSTALL RIDGE \ (2) LAYERS FELT, FIELD RIDGE WITH STAPLES SHINGLES OVER OR NAILS PER SHINGLE RIDGE 'BEAM W1TH ROOFING INSTALLED OVER AND (1) STAPLE OR FACTORY INSTALLED EXTENDING 6" MINIMUM NAIL ON EA. SIOE EACH SIDE OF RIDGE BEAM AS SHOWN S fk NOTE; FOR FASTENING SHINGLES USE —_� 11"x12 GA. CALV. ROOFING AND NOT NAILED. DOWN) NAILS OR 1"x1"x16 GA. STAPLES FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT OVER JOINT �\ \ ROLL V �r ROOFING FACTORY INSTALLED VALLEY ROLL. ROOFING (BOTTOM 12" TO BE 1005E AND NOT NAILED. DOWN) PULL BACK f FACTORY INSTALLED FELT 36" WIDE, 50# MIN. ROLL ROOFING SITE APPLIED SHINGLES UNOERLAYMENT TO EXPOSE FIELD INSTALLED OVER VALLEY, (4) STAPLES OR WOVEN OVER THE VALLEY AS ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE SHOWN. ATTACH EACH SHINGLE BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12" AS SHOWN WITH (4) STAPLES OR NAILS INSTALL 30 CA. GALV. METAL OR AND FULLY CEMENTED AT LAP. INSURING THAT NO NAIL IS WITH PLYWOOD ACCESS.STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES IN 6" OF CENTER OF VALLEY HOLES. ROLL FELT BACK TO /j (2) LAYERS OF FELT, LAPPING 'f0 MATCH FACTORY INSTALLED SHINGLES, JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6" STARTING AT BOTTOM AND WORKING TO 2c STAPLES OR NAILS. I AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE — UP DETAILS / ALTERNATE VALLEY JA poffsslogk. Eo SOS. EPy� .� o N0. • 1 Co4�2= CIVIL s/!/(O(CAUSO��� Bxewxc ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY . DRAM BY D. HOLT DArz12-28-94 S-31 FACTORY INSTALLED SHINGLES FIELD INSTALL --y (2) LAYERS OF TYPE 15 FELT UNDERLAYMENT FULLY CEMENTED BETWEEN LAYERS WITH PLASTIC ASPHALT CEMENT METAL DRIP EDGE DIRECTLY ON DECK rULL [f AI;K hAGIUHY INSTALLED FELT TO EXPOSE ACCESS FOR EAVE CONNECTIONS AND FELT OVER EAVE r 5/16" MINIMUM I PLYWOOD SHEATHING LIF f FIRST COURSE OF THE FACTORY — INSTALLED SHINGLES .TO FACILITATE THE INSTALLATION OF VENT FLASHING AND INTER—WEAVING WITH EAVE SHINGLES ASPHALT CEMENT —� j\lSfJ� MOULDED AROUND PIPE AT FLASHING CONTACT SURFACE. (ALT: RUBBER GASKET) FIELD INSTALL EAVE SHINGLES 1 STARTING AT BOTTOM AND WORKING TOWARD FACTORY. INSTALLED SHINGLES WITH (4) FASTENERS PER SHINGLE PER MFR'S. INSTALLATION INSTRUCTIONS VENT FLASHING='GALV. METAL OR MINIMUM'50# ROOFING MATERIAL OR TYPICAL APPROVED ROOF JACK, . 15" L 2� REMAINDER OF THE SHINGLE COURSES .SHALL `BE LAID OVER UPPER PORTION OF THE VENT FLASHING FLANGE AS SHOWN SHINGLES THAT OVERLAY THE FLANGE TO BE FIRMLY EMBEDDED IN PLASTIC ASPHALT CEMENT, ROOF CLOSE — UP APPLICATIONS. VEN T PIPE AT ADD — ON EAE V 0 6" 0/C PERIMETER, EDGE, & FIELD. 12 A SOFFIT AND SIDEWALL MAX. EAVI SHINGLES AND UNDERIAYMENT 3/8" SHEATHING (GRAIN PERPINOICULAR I TO TRUSSES) W/ 6d NAILS 0 6" O/C I PERIMETER, EDGES, AND FIELD. I --•� DRIP EDGE PER SHINGLE MFR'RS. I �U INSTALLATION INSTRUCTIONS I �� 1 x 3 LEDGER TO RAFTER RAIL I FASTENED PER TABLE AT .RIGHT I I I I' 1 x 4 RAIL FASTENED TO Lr BLOCKS PER TABLE AT RIGHT I I I" x 24 CA. STRAP 0 EA. BLOCK W/ (7) 7/16" x 1" x 16 GA STAPLES I EACH END OF STRAP F 2 x 8 FASCIA TO BLOCK W/ (3) 16d NAILS HOLD ROOF SHEATHING AND SHINGLES BACK FROM OUTSIDE FACE OF SIDEWALL 10";. EXTEND. UNOERLAYMENT OUT 24" TO 36" FROM THIS POINT (TO END OF FASCIA) AND FOLD BACK FOR TRANSIT. PROTECT UNROOFED PORTION W/ POLYETHYLENE COVER FOR TRANSIT AND STORAGE. TRUSSES ®' I6" 0/C (ALT: 24" 0/C FOR 20 PSF ROOF ONLY ) NOTES: — FASTEN SHINGLES W/ 11% 12 GA. CALV ROOFING NAILS OR' 1".x 1`x. 16 GA. STAPLES. - SHINGLES SHALL BE CLASS "C" WIND RESISTANT OR BETTEREa i x 6 MINIMUM RAFTER RAIL ADD—ON EAVE INSTALLATION TABLE AT -RIGHT ROOF LOAD 20 PSF 30 PSF 40 PSF 60 PSf 80 PSF MAXIMUM EAVE PROJECTION 24" MAXIMUM 24" MAXIMUM 16" MAXIMUM 16' MAXIMUM 16" MAXIMUM 1 x 3.LEDGER CONNECTION No 8x2 SCREWS AT 8'0/C No. 8x2 SCREWS AT 8"0 C' No. 8X2' SCREWS AT 8"O/C No. 8x2 SCREWS. AT 6-0/C No. 8x2' SCREWS AT 6-0/C 1 x 4 RAIL CONNECTION 3 7/16'_ 16 z 1.75' 150A STAPLES 3 7/16-x 1.75"x15GA STAPLES 3 7/16i x 1.75"x15GA STAPLES 3 No. 8x 2 WOOD SCREWS 3 No, Bx 2' WooD SCREWS 2 x 6 EAVE BLOCK SPACING 24' O/C MAXIMUM t6" O/C MAXIMUM 16' O/C MAXIMUM 16'.0/C MAXIMUM MAXIMUM pROfE5510p�� �`5y,JOSEPyE,Fd�y� 2 x 6 EAVE BLOCKS SPACED PER TABLE AT RIGHT ' 1/2" HAR080ARD SOFFIT W/ 6d NAILS 0 6" 0/C PERIMETER, EDGE, & FIELD. SEAL, CAULK, ETC. JOINT BETWEEN SOFFIT AND SIDEWALL MAX. EAVI PROJECTION PER TABLE AT -RIGHT A D D — O N E A V E D E T A I. L — SIOEWALL 2 x 4 BLOCKS BETWEEN EAVE BLOCKS 0 48" 0/C (EVERY THIRD BAY) FOR 16" EAVE, AND 24" 0/C (EVERY BAY), FOR 24" EAVES. FASTEN 2X6 EAVE BLOCKS TO EACH END OF 2X4 BLOCKS W/ (2) 16d ENO OR TOE—NAILED, FASTEN (ON—SITE) 2X4 BLOCKS TO I x 3 LEDGER WITH (3) #8 X 2\" WOOD SCREWS. NO. •C7 ESP• 3_31_406 ROOF CLOSE—UP APPLICATIONS ADD—ON EAVE 8 oRAM er D. HOLT 3 oum 8Y — 30 PSF 40 PSF 60 PSF 80 PSF 2-8-95 S-35 AFTER RIDGE BEAM BOLTING PROCEDURE IS COMPLETED, FIELD INSTALL (2) LAYERS OF FELT OVER do EXTENDING 6" MINIMUM EACH SIDE OF RIDGE BEAM (2) LAYERS TYPE 15 FELT — FACTORYINSTALLED FACTORY INSTALLED SHINGLES FACTORY INSTALLED VENT PIPE VENT FLASHING — CALV. 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 5-30 5-10 HOLE MAY BE CUT IN RIDGE SHINGLE FOR VENT PIPE ASPHALT CEMENT SHINGLES THAT OVERLAY — MOULDED AROUND PIPE AT THE FLANGE TO BE BEDDED FLASHING CONTACT SURFACE. IN PLASTIC ASPHALT CEMENT, (ALT: RUBBER 'CASKET) ROOF CLOSE — UP APPLICATIONS VENT PIPE AT RIDGE DETAIL NOTES: 1.. THE ABOVE APPLICA11ON METHOD MAY BE FACTORY INSTALLED AT NON—MATING RIDGES. 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING A SLOPE LESS THAN 2" IN 12" UNLESS, THE MANUFACTURER WARRANTS THE SHINGLE FOR A LESSER SLOPE. 3. SHINGLES ARE TO BE CLASS "C" WIND RESISTANT OR BETTER, 4. FOR FASTENING SHINGLES, USE I 1/4"x 12 GA. CALV. ROOFING NAILS OR 1"x I"x 16 GA. STAPLES. OSEPy< NO. C042 Ems• '3'al-2oa ROOF CLOSE—UP APPLICATIONS .VENT PIPE AT RIDGE 8T DATE . D. HOLT 12-28-94 S- 121 W FACTORY INSTALLED EXTERIOR FIREPLACE CHASE. (13'-6 MAX. TRANSPORTATION HEIGHT) — FOR SITE -BUILT CHASE FOLLOW FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS. I R E P L SITE INSTALLED CHIMNEY EXTENSION ` AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE TEN FOOT RULE. SEE NOTES AT RIGHT OF SHEET. FACTORY INSTALLED CHIMNEY THROUGH ROOF WITH ROOF FLASHING. (13"-6" MAXIMUM TRANSPORTATION HEIGHT.) I R E P L A C E SITE INSTALLED CHASE EXTENSION, CHIMNEY EXTENSION. AND TERMINATION. FOR MINIMUM O HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE TEN FOOT.RULE. SEE NOTES AT RIGHT OF SHEET. I 321 NV ItJ; ,1. TEN FOOT RULE SUMMARY ; THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL DISTANCE FROM THE.. CHIMNEY EDGE TO THE PEAK OF. THE. ROOF IS LESS THAN 10 FFET, THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FFET ABOVE THE PEAK OF THE ROOF PER FIC. 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 EGOE OF THE CHIMNEY. 10'-0" CHIMNEY R LESS r -PEAK OF ROOF ROOF- 321 OOF I FIGURE A -A CHIMNEY 10'-0" o PEAK OF ROOF ROOF a 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. EYp. J -JI -2006 v . CIVIL 'F�l/fOi CAIIf�A��� ' QRA"' "SET-UP INSTRUCTIONS" FIREPLACE CHIMNEY INSTALLATION 32 'AWN" ' 6 D. HOLT oA�12-29-94 S-41 EXTERIOR WALL OPTIONAL i GARAGE HOME OF MANUFACTURED 5/8" TYPE "X" GYPSUM BOARD MAY BE APPLIED TO EXTERIOR OF HOME MANUFACTURED HOME AT GARAGE AREA ONLY W/ 6d COOLER OR "W" EXTERIOR SIDING SITE CONSTRUCTED T WALLBOARD NAILS OR 11" BUGLE HEAD TYPE SCREWS AT ONE-HOUR OF MANUFACTURED. HOME CONNECT WASHER/ DRYER 7" 0/C EDGES AND FIELD. (5/8" GYP, BO. APPLIED TO EXTERIOR FIRE WALL UTILITIES AS REQUIRED OF HOME SHALL BE COVERED W/ MINIMUM 3 MIL. POLYETHYLENE REMOVE ACCESS II I PER SHEATHING TO PREVENT DAMAGE FROM THE ELEMENTS 'DURING : COVER TO SANITARY II REMOVE ACCESS COVER 5-50 TRANSIT AND SET-UP). TEE AND FIELD II OVER WATER LINES, INSTALL WASHER ELBOW OFF OF FACTORY I�-- --'------------------ I TRAP ARM, INSTALLED LINES AND I I I I "P"-TRAP AND r II FIELD INSTALL HOT AND II II STANDPIPE F II I COLD HOSE BIBBS FOR II DOOR BETWEEN HOUSE AND II I I II WASHER II GARAGE SHALL BE MINIMUM LI I I II II 1 3/8" THICK SOLID WOOD OR 11 I I II I FACTORY INSTALLED II LISTED 20 MINUTE FIRE DOOR I I OPTIONAL SITE-BUILT I I II I WATER LINES I I I WITH SELF CLOSER. I II ENTRY IN THIS AREA I I II II 1 PER DETAIL I I I I II I I FACTORY INSTALLED I I -rr u WASTE LINE, SANITARY �I ALL WALLS ADJACENT 1� 5-50 = - TEE AND VENT THROUGH IT II TO HOME SHALL BE OF 11 = II ROOF II ONE HOUR' FIRE RESISTIVE I II CONSTRUCTION PER LOCAL II a II FACTORY INSTALLED II ENFORCEMENT AGENCY 1 �1 II��- ELECTRICAL JUNCTION II I I I o SITE-BUILT WALLS BOX 'J"-BOX FIELD INSTALL WIRING PL, 1 ( ) 1 � 1 � I N FROM FACTORY 4 I I INSTALLED "J"-BOX hJ I j 1 I j TO WASHER AND/OR I I I DRYER RECEPTACLE li SITE - BUILT GARAGEi1 ------ II II EXTEND FACTORY II 1 II 11 INSTALLED GAS 11 11 II PIPE AND FIELD II 11 I'I INSTALL SHUT-OFF II II j I I j ---=�� VALVE AS II 1 REQUIRED FOR FACTORY INS,TALIED ��--------------=--=-------- GAS DRYERI--T�*' GAS LINE NOTE$ GARAGE SHALL BE SITE- JI,17 1 u+ CONSTRUCTED PER REQUIREMENTS OF THE LOCAL ENFORCEMENT NOTE,. AGENCY. VERIFY' ALL MINIMUM ALL FIELD INSTALLED ELECTRICAL, GAS, WASTE AND WATER SIZES AND CLEARANCES WITH 24'-0" MAXIMUM LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL LOCAL ENFORCEMENT AGENCY. ENFORCEMENT AGENCY. 48 8 PLAN VIEW / SITE - BUILT 'GARAGE JA UTILITY CONNECTIONS B OPENING TO 04 NOTES, EXTERIOR WALL MANUFACTURED w Of MANUFACTURED HOME o . 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE OFESSIp HOME s INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME �4 Q4 HA( EPHF 9�y� (FREE STANDING). �10 \SSC �� j10 EN TR Y I FIELD INSTALLED 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL �Q� II I w II T=ENTRY ALL WALLS ADJACENT DOOR ENFORCEMENT AGENCY., N0. C042077 �� TO HOME SHALL BE OF 11 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE/ENTRY BE �( •k ONE HOUR FIRE RESISTIVE II INSTALLED AS PART OF THE ORIGINAL INSTALLATION, Ev. 3-31-2006 CONSTRUCTION PER LOCAL II. a ENFORCEMENT AGENCY 1I 4. PASSAGE DOOR BETWEEN THE 14OUSE AND GARAGE SHALL NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. CIVIL F71(fOFCIUF�4�\V II NOTE, DOOR BETWEEN HOUSE AND OTR /GARAGE SHALL BE SITE 5. OPENINGS FROM THE GARAGE (INCLUDING-PASSAGE DOORS), ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. GARAGE SHALL BE MINIMUM CONSTRUCTED PER APPROVAL "SET-UP INSTRUCTIONS" 1 -3/8" THICK SOLID WOOD OR OF.THE LOCAL ENFORCEMENT LISTED 20 MINUTE FIRE DOOR AGENCY. VERIFY ALL MINIMUM SITE BUILT WITH SELF CLOSER. SIZES AND CLEARANCES WITH GARAGE / ENTRY -LOCAL ENFORCEMENT AGENCY. aaxw�er D. HOLT °"R01-03-85 S—'rj0 48 . ENTRY AT GARAG C PLAN VIEW / SITE -'BUILT' SITE -BUILT "CALIFORNIA" FILL FRAMING OVER MANUFACTURED HOME VALLEY SHINGLE APPLICATIONS INSTALL PER S -JO OR 5-37 -------- _ _____------- I II I I 0 II l Li O 0co II = II in I, N lei. IIII II "CALIFORNIA" FILL II FRAMING PER It b II S-5 II vi(i ui 5-55 I ALL WALLS ADJACENT TO I I MANUFACTURED HOME > I I j SHALL BE OF ONE-HOUR I SITE-iBUILT I CONSTRUCTION PER LOCAL m I ENFORCEMENT AGENCY, J w GARS i FOR ADDITIONAL t I i I INFORMATION SEE 50 � I I I L ------------J LENGTH VARIES NOTE. GARAGE SHALL BE SITE SITE -BUILT GARAGE CONSTRUCTED PER THE REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. SEE NOTE I. 128 PLAN VIEW / 5/16" OR 3/8" COX PLYV ROOF SHEATHING 24/0 - 6d NAILS AT 6" 0/C EDGES, 12" O/C FIELD 2X4 RAFTERS AT 24" 0/C 2X6 OF N 2 RIDGE BOARD 2 10d NAILS OR •—) 3; 7/16"x 2\"x 16 GA, STAPLES (TOE -NAILED) 2x3 FLAT ATTACHMENT DETAIL GARAGE GABLE TRUSS OR CONVENTIONAL FRAMING 5/8" TYPE "X" CYP. BD. FLOOR TO ROOF SHEATHING 2 x 6 OF #2 CONT. RIDGE BOARD SIMPSON "LU26" JOIST HANGER �cT� 2 x 3 MIN RIDGE S.UP_PORT PURLINS AT 48" 0/C (BEYOND) 'ARACE TRUSSES -j �� ��� �� S-55 2x4 RAFTERS )R CONVENTIONAL 4T 24" 0/C 7RAMING ANY PASSAGE DOOR .FROM HOUSE TO'GARAGE SHALL BE 1(" SOLID WOOD OR LISTED• 20' MINUTE FIRE DOOR W/ SELF CLOSER SECTION ROOFING MATERIAL, OVER (2) LAYERS TYPE 15 FELT (OR EQ.), OVER 5/16" OR 3/8" COX PLYWOOD 24/0 INDEX WITH FACE GRAIN PERPENDICULAR TO FRAMING W/ 6d NAILS AT 6" 0/C EDGES, 12" 0/C FIELD., ROOF LINE OF MANUFACTURED HOME 2x3 FLATS AT 24" 0/C 2x3 SUPPORT POSTS AT 40" 0/C MAX. ALONG EACH 2x4 RAFTER 16 CALIFORNIA FILL B ROOFING MATERIAL, OVER (2) LAYERS 2 x 6 OF N2 CONT. TYPE 15 FELT (OR E0.), OVER 5/16" OR RIDGE .BOARD 3/8" COX PLYWOOD 24/0 INDEX WITH (3) 12d NAILS TOE -NAILED FACE 'GRAIN PERPENDICULAR TO AT EACH . RAFTER TO RIDGE FRAMING W/ 6d NAILS AT 6" 0/C EDGES, 12" 0/C FIELD., (4) 10d NAILS OR (6) 7/16% 2\"x 2x3 FLATS 16 GA. STAPLES FROM 2x3 SUPPORT AT 24" 0/C , POST TO 2x4 RAFTER 2x4 RAFTERS AT 24" O/C 2X3 MIN SUPPORT POSTS AT 40" 0/C MAX. ALONG EACH 2x4 RAFTER 2 x 3 MIN RIDCE SUPPORT PURLINS AT 48" 0/C SITE — BUILT GARAGE JA ELEVATION CALIFORNIA FILL FRAMING )00 r— UNDERLAYMENT NOTES: —jl IROOFING (•—MARTERIAL 1, GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE (_ROOF LINE OF 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), MANUFACTURED HOME ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. ) 20 SUPPORT POSTS AT 40" 0/C MAX. ALONG EACH 2x4 RAFTER 6 L 2 10d NAILS OR 3 7/16"x' 2\"x 16 GA. STAPLES (TOE -NAILED). 2 12d NAILS OR 3; 7/16"x 2\"x 16 A, STAPLES (TOE -NAILED) F, NO. c 2077 Exp. 3_31-2006 2x4 RAFTERS AT 24" 0/C --T (S) tOd NAILS (TYPICAL EA. END) 12 DRAUG "SET—UP INSTRUCTIONS" ROOF LOADS SITE -BUILT 20 PSF GARAGE 30 PSF MAN By D. HOLT DATE 1-5-95 REND By •T1e _. DATE 11 /25 /99 S-55 INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). (4) 10d 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE NAILS OR IS SUBJECT TO THE APPROVAL OF THE LOCAL (6) 7/16% ENFORCEMENT AGENCY. 2\"x 16 GA. STAPLES 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE 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. (_ROOF LINE OF 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), MANUFACTURED HOME ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. ) 20 SUPPORT POSTS AT 40" 0/C MAX. ALONG EACH 2x4 RAFTER 6 L 2 10d NAILS OR 3 7/16"x' 2\"x 16 GA. STAPLES (TOE -NAILED). 2 12d NAILS OR 3; 7/16"x 2\"x 16 A, STAPLES (TOE -NAILED) F, NO. c 2077 Exp. 3_31-2006 2x4 RAFTERS AT 24" 0/C --T (S) tOd NAILS (TYPICAL EA. END) 12 DRAUG "SET—UP INSTRUCTIONS" ROOF LOADS SITE -BUILT 20 PSF GARAGE 30 PSF MAN By D. HOLT DATE 1-5-95 REND By •T1e _. DATE 11 /25 /99 S-55 NO. C04 077�• Exp. 3-31-2006 �CIVII F41 I ROOF SECTION AT TRUSS PROFILE FOR TRIPLEWIDE 1 B 1 ROOF SECTION AT DOUBLEWIDE TRUSS PROFILE ®_SITE INSTALLED ITEM - SEE SHEETS -62 "SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF". EFACTORY INSTALLED ITEM - SEE SHEET S-63 "FACTORY INSTALLED NOTES". GENERAL NOTES! Q 1, FOR HOMES WITHOUT "ALTERNATE. CONSTRUCTION" APPROVAL,' FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH AS SHINGLES, SHEATHING, RIDGE BOARD, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. ORAWNO Ms HINGED. ROOF CLOSE—OFF I 2ORAWI BY CRB DATE I-23-97 I40 PAD S-61 12 5 F TYPICAL LISTED CAP TRUSS C REMOVE TEMPORARY SHEATHING INSTALLED OVER THE FOLDED DOWN CAP TRUSS AND INSTALL 3/8;' APA RATED 24/0 SHEATHING ,WHICH IS SHIPPED LOOSE, TO SIDE OF CAP TRUSS ON EACH ENO OF HOME TYPICAL MAIN ROOF TRUSS ONCE THE TRUSS IS HINGED UP. ALT: FLAT CEILING ROOF SECTION AT TRUSS PROFILE FOR DOUBLEWIOE �— CAP* TRUSS HINGED TO MAIN' TRUSS WITH NYLON STRAP ENABLING THE TRUSS TO FOLD DOWN INTO ROOF CAVITY FOR TRANSPORT. r-2]- INSTALL TEMPORARY 2X3 STUD- TO EACH NGPOSTNTH (1) NoGA8XED 3EWOOD S KCREW AO— SECURE CAP TRUSS TO MAIN TRUSS W/ (3) 7/16", X 2 1/2" X 15 CA STAPLES FASTENO FROM BOTTOM CHORD OF CAP TRUSS INTO TOP CHORD OF MAIN TRUSS AS SHOWN. O— REMOVE TEMPORARY EDGERAIL MENTIONED ABOVE AND RE—ATTACH TO KINGPOST OF CAP TRUSS WITH (2) 7/16" X 2-1/2" X 15 GA STAPLES. ®—SITE INSTALLED ITEM — SEE SHEET -S-62 U.O.N. SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF". FACTORY INSTALLED ITEM — SEE SHEET S-63 U.O.N.. "FACTORY INSTALLED NOTES". GENERAL' NOTES - 1. O S:1. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL; FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF; 2. FACTORY SHALL PROVIDE' PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3. ALL MATERIALS REQUIRED FOR. SITE CLOSE–OFF SUCH AS SHINGLES, SHEATHING, RIDGE .BOARD, FASCIA, OUTLOOKERS,- BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY THE FACTORY AND SHIPPED LOOSE WITH, THE UNIT, REN9GNS I0. f"sm BY DATE ORAMNG HINGED ROOF CLOSE—OFF 12 GRAYN BT ROOF LOAD MISC NOTES FOR 5/12 HINGE SETUP. B TM DATE 7/3/02 40 PSF S-61.1 TRIPLEIMDE INSTRUCTIONS OAT 1 OOLT'RIOGE BEAMS TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL' 'A". O EACH ENU OF ROOF, INSTALL 2x6 No. 2 H.F.REQUIRED OUTLOOKERS AT 28. O/C WITH ONE OUTLOOKER DIRECTLY O NEXTTO EACH SIDE OF THE PEAK. EXTEND ALL VENTILATION TO BE AT LEAST 1/300 OF THE ATTIC FLOOR SPACE. THE ROUT' VENTS MUST PROVIDE AT LEAST SOX OF THE. REQUIRED VENTILATION AND AT LEAST 40X MUST BE. PROVIDED BY UAPPLY 3/4" APA RATED 24/0 ROOF SHEATHING OVER UI4SHEA1HE0 SURFACES OF ROOF. FASTEN SHEATHING WIIH 6d NAILS AT 6' 0/C EDGES, PERIMETER AND 12. O/C FIELD. OUTLOOKERS BACK TO THIRD TRUSS FROM ENOWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS i0 TRUSS TOP. CHORD W1 TTI (2) No. 80, WOOD SCREWS AT EACH CONNECTION. O EAVE, SOFFIT OR LOW GABLE VENTS. A MINIMUM HEIGHT OF 1" MUST BE PROVIDED BETWEEN THE TOP OF THE INSULATION AND THE ROOF SHEATHING. APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTURERS INSTRUCTIONS SHINGLES AND ®APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER THE GAP BETWEEN SECTIONS OF 111E HOME, FASTEN SHEATHING MATH 6d NAILS AT 6" O/C EDGES, PERIMETER AND 12. O/C FIELD. ® INSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUILOOKER• SPLICE FASCIA PER SET-UP MANUALDRAWING"S-16.' � \J UNDERLAYMENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED SHINGLES. ' SECURE CAP TRUSS TO MAIN TRUSS PER S-61.1. DENABLING CAP TRUSS HINGED TO MAIN TRUSS W1'Ri NYLON STRAP THE TRUSS TO FOLD DOWN. INTO ROOF CAVITY O FOR TRANSPORT. ATTACH 2x3 EOGERAIL PER S-61.1, lF.sit41): ®—SITE. INSTALLED ITEM O INSTALL A MINIMUM OF SIX ROOF VENTS (SO SOUARE INCH a NET.013ENING EACH) AT EACH SIDE OF RIDGE OVER FACTORY 'INSTALLED 3/8' APA SHEATHING. Q—FACTORY 'INSTALLED ITEM CUT-OUTS IN FACTORY INSTALLED SHEATHING i0 PROVIDE, ' ATTIC VENT1LA110N.' THIS DETAIL APPLICABLE TO WINO ZONE I. 24 5112 TRIPLE WIDE CENTER SECTION SETUP INSTRUCTIONS. — CA R ��� O',���. MIRRORED ON THIS SIDE. A?� E 12 SITE INSTALLED CRIt3 LISTED TRUSSES ffNERAI NOTES* I, FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING 284 ` = /16 0 + ? �.' CyGf11�(,•',� 2 P I11, ..... 11P�G�.����` ,��HEIMISvll," T 7p 5 AT 2/"'O.C. MAX. FASTEN BOTTOM CIIORO OF CRIB TRUSS TO TOP CHORD OF MAIN TRUSS 1fi T`H 18 MAX.WOOD CHORDS MAY BE SLOPED FOR DRAINAGE. PURPOSES DURING TRANSPORTATION. 2` MAX SLOPE. TRANSIT AND STORAGE. 2, ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH AS TRUSSES, SHINGLES. SHEATHING, RIDGE BOARD, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, VENT'EXTENSIONS, FLASHINGS: ETC... SHALL. BE SUPPLIED BY HBOS MANUFACTURING LP AND SHIPPEO LOOSE WITH THE UNIT, 3. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. 4. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION' APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH ( THE HINGED PORTICN OF ROOF. S. AT EACH END OF UNITS, FIELD INSTALL SIDING B TO MATCH TYPE THAT IS FACTORY INSTALLED ON MANUFACTURED HOME. INSTALL SIDING PER MANUFACTURERS INSTRUCTIONS WITH 8d CORROSIVE. RESISTANT NAILS AT 6' 0. C. EDGES AND FIELD. ' O TkOEIIAL WWfAC1UIIli0 D UHOVSWyCONSIAU1CtION . A FAIFIY SfAbin AF4 p OC 07 ' rn CA it ..,. . ywd. r,--�-, ' 5/19/2004 O1x"� APPENDIX FOR 0°° 1°"0 SITE INSTALLED PEAK TRUSSES 40' PSF C S_61.2 FACTORY INSTALLED LISTED MAIN TRUSSES 0 24" O.C. MAX' °"" TM 4/23/04 - CL.0SE — UP DETAIL ©°""~R AT TAG UNIT TO MAIN UNIT me] IV �+11:DEhAL NA00-AVOWD HOWNHO C0V4VflLXfX;4 LEGET ONSITE INSTALLED ITEM -SEE SHEET 5-62 U.O.N. INSTRUCTIONS FOR HINGE ROOF CLOSE .OFF'. Q d SAfElY SIAWWWS 7J `r 07 m a. 9/3/2004'SITE FACTORY INSTALLED ITEM - SEE SHEET 5-63 U.O.N. 'FACTORY INSTALLED NOTES'. GENERAL N0 S• A0n�- 1, FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL, -- SECURE CAP TRUSS TO MAIN TRUSS PER DETAIL FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL 5-61.1 NOT BE WOULD EXTEND THROUGH M IN HOME SUCH A THE HINGED PORTION OF ROO . O- TOP CHORD OF TAG TRUSS SECURED TO TOP CHORD 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER. OF MAIN UNIT TRUSS PER S -1t B OR C DAMAGE. ON UNROOFED PORTIONS OF HOME DURING OTRANSIT AND STORAGE O _ ROOF CLOSE UP PER S-31 DETAIL a►m OT DAR SITE INSTALLED PEAK TRUSSES FOR 5/12 TRANSVERSE TAG _ 3. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH AS DO— SECURE CAP TRUSS TO MAIN TRUSS PER DETAIL SHINGLES, SHEATHING, RIDGE BOARD, FASCIA, OUTLOOKERS, S-61.2. BOLTS, ATTIC VENTS, ETC... SHALL 8E:5UPPUEO BY THE FACTORY AND SHIPPED LOOSE 'ATH THE UNIT. auw jam °�" 0/18/04 __ 40 SF 5-61.3 MISC NOTES FOR 5/12 HINGE SETUP 5 � J . SITE INSTRUCTIONS FOR CLOSE - OFF i GENERAL N 0 T E 8 DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS QI 1. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH SHINGLES, SHEATHING, FASCIA, OUTLOOKERS,* BOLTS, ATTIC VENTS, FLASHING, OBOLT RIDGE BEAM HALVES TOGETHER AT MATING LINES PER. INSTALLATION MANUAL SHEET S-11, DETAIL "A". BOLT RIDGE BEAMS TOGETHER AT O MATING' LINES PER INSTALLATION MANUAL SHEET'S -11, DETAIL "A". SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN OAT 2 EACH END OF ROOF, INSTALL 2x6 No. 2 H.F OUTLOOKERS AT 28" 0/C WITH ONE OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 80" WOOD SCREWS AT EACH CONNECTION. OO AT EACH END OF ROOF, INSTALL 2x6 No. 2 H.F OUTLOOKERS AT 28" O/C WITH ONE OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK: EXTEND ALL OUTLOOKERS BACK TO THIRD TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED OUTLOOKER EXTENSIONS. 'FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 80" WOOD SCREWS AT EACH CONNECTION. WEST HOMES AND SHIPPED LOOSE WITH THE UNIT, 2.' FOR HOMES WITHOUT ALTERNATE CONSTRUCTION' Qj APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. OINSTALL CONTINUOUS 2x.8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER SET-UP MANUAL DRAWING "S-16". 3. O INSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER SET-UP MANUAL DRAWING "S-16". 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT, 5, AT EACH END OF UNITS, FIELD INSTALL SIDING TO MATCH TYPE THAT IS FACTORY INSTALLED OAPPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER ENTIRE SURFACE OF SITE INSTALLED CAP. FASTEN SHEATHING WITH 8d NAILS AT 6" O/C EDGES, PERIMETER O APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER UNSHEATHED SURFACES OF HINGED ROOF. FASTEN SHEATHING WITH 8d NAILS AT 6" O/C EDGES, PERIMETER ON MANUFACTURED HOME. INSTALL SIDING PER MANUFACTURERS INSTRUCTIONS WITH 6d. CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES AND FIELD. AND FIELD, AND FIELD. OINSTALL A MINIMUM OF FOUR ROOF VENTS APPLY 3/8" APA RATED 24/0 ROOF (50 SQUARE INCH NET OPENING EACH) AT 4b SHEATHING OVER THE GAP BETWEEN EACH HALF OF .UNIT OVER CUT-OUTS IN SECTIONS OF THE HOME. FASTEN SHEATHING FACTORY INSTALLED SHEATHING TO. PROVIDE ATTIC VENTILATION. WITH 8d NAILS AT 6" O/C EDGES, PERIMETER AND FIELD. APPLY ROOF SHINGLES WITH UNDERLAYMENT O INSTALL A MINIMUM OF SIX ROOF VENTS IN ACCORDANCE.WITH SHINGLE MANUFACTUR- 150 SQUARE INCH NET OPENING EACH) AT ERS INSTRUCTIONS. SHINGLES .AND UNDERLAY- EACH SIDE OF RIDGE OVER 'CUT-OUTS IN MENT SHALL BE INSTALLED TO CONTINUE FACTORY INSTALLED SHEATHING TO UPWARD FROM FACTORY APPLIED SHINGLES PROVIDE ATTIC VENTILATION. . OFASTEN EACH HINGED KING POST TO 2x4O LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. 6 APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR- OINSTALL 8 CAP TRUSSES.TO EACH HINGED RAFTER CHORD WITH A 6 3/4" OVERLAP ERS INSTRUCTIONS. SHINGLES AND UNDERLAY- MENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED, SHINGLES REMOS Ma REv=er DATE Mow 11/11/00 EAOH SIpE, FASTEN EACH SIDE WITH (4) 8d NAILS.."FASTEN,EACH � HINGED KING POST. TO '2x4 O LEDGER W/ (2) No, 8 x 3" WOOD SCREWS. ®INSTALL CONTINUOUS 1x4 MEMBERS (8' LENGTHS) .TO. THE 'TRUSSES ON EACH SIDE OF THE: PEAK. FASTEN 1x4'S TO TRUSSES WITH (2) 8d NAILS PER TRUSS. FASTEN 1x4'S ACROSS THE PEAK WITH 8d NAILS OSn N3TiiUCT10NS HBW nc Manufacturing, SPACED 4•' 0/C. FOR MGE ROOF CLOSE - OFF LP oae BY G� DATE 1-22-91. S -e2 r ^%; I V M T INZ5 T A L L E D N 0 T F A DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS 1. ALL ^MATERI-. LS -REQUIRED FOR -SITE' CLOSE -OFF ' . ' SUCH :SHIN.GLES, SHEATHING,.. FASCIA, OUTLOOkERS, BOLTS, ATTIC VENTS,. FLASHING' SIDING, 'ETC:.: SHALL BE SUPPLIED By. GOLDEN WEST''HOMES AND SHIPPED LOOSE WITH THE UNIT. APPLY 3/8" MIN, ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98,00. D APPLY 3/8" MIN. ROOF SHEATHING :-TO' HINGED TRUSS CHORDS -PER- STRUC�TURAL.DRAW.ING No, 98,00: 8 INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN© PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04,• INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96..03 ANO.•PER STRUCTURAL DRAINING 96.04, 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL; FUEL -BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH C DFACTORY FACTORY INSTALLED SHEATHING UP TO HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES - ANDFACTORY ONDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 INSTALLED 2x8 FASCIA PERD STRUCTURAL DRAWING 96.03 OR 96.04 © FACTORY INSTALLED SHEATHING UP TO ENO OF OUTER SECTION PER. . STRUCTURAL DRAWING .No. 98:00 AND INSTALLED SHINGLES. AND ONDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 FACTORY INSTALLED 2x8. FASCIA PER., STRUCTURAL DRAWING 96.03 -.OR 96.04' THE HINGED PORTION OF ROOF. 3. FACTORY SHALL PROVIDE. PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 4, ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT, DFACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS W/ 0) No. 8 x 3". WOOD SCREW. a FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS W/ (1) No. 8 x 3" WOOD SCREW. RE IR). R"sm 8Y DATE mw 11/11/00 DRA N0 FNGED ROOFnC Manufacturing, H B%;O FACTORY INSTALLED NOTES LP i ORAM71 BY C� DATE I-23-91 RW WAD 40 PSF 3-63 Valley Design and Printing 503-769-9863 �u«G ••VUIILY ouiiuiiiy uivision MANUFACTURED HOME SUPPORT DATA Owner's name: Miles Igen A.P.# abs" - 17 I - 1) =5_�?_ Home Manufacturer: Cv,, /U-Vls7f Manufacture Year: aZ007 Model Number / Name: Width: 61? (ft.) Length: (ft.) , FOOTINGS: Wood - pressure treated or foundation grade[ ] Other:[' C�oncr��'-ems SUPPORTS: Concrete block [Other:[ ] Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. F_ wS rvUL111 5iLes ana Locations SINGLE WIDE Line 1 ��----------=------- Line 2 �� Section 1 Line 1 ��----------------------=------ Section 2 — Section 3 Line 1 Piers: i!an'hnuou.g skik}-,Kg wa 11 &� Minimum size piers:�°uX [CmhC]Y-P. Spacing maximum: " From ends maximum:.F-, Line 2 Piers: "Pou►-P-4 C -"C, rpJ-9—rgMN•PA5 Minimum size piers: Spacing maximum: From ends maximum: Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): ,'Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line -5 koof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): MULTI -WIDE Line 1 Line 2 Line 3 Line 2 ,. ine 4 (triple wide only) Line 2 Snow Load: psf Pieced @ 30 lb. load Snow Load requirements may be obtained.at http://www.upstate-ca.com/butte/bufte_county/ Insert AP #, view snow load in lower right comer. See page2-3 Line 1 Openings: ofmanual Minimum size pier: [ ] X [ ] Required at each side of openings over �* ' wide. ` i o u ►- � d cry rw s -- e+u C c r.cy,. .arS v— Cr y 1rn-u a -F A6 map= _'_� '6341 $tam= tj RMAN MW 1, a-.tm:A 1 16 alae PR nwwwfir, -Add Door Z1000 I -Y, < - J-7 ) — 0 ; -72— S111:)JAWAS 193U LODZ 0 1 d3S A - UW (DWFSF APPROVED r ------------------- 3' '0- 3'-0* 3'-0' 3'-0' 3'-0' - ----- Y-11 3'-0' 1--dV 2'-n 3W 5`13/5' 1*,6* -�""''- �2',4 'o', -------- 5*49 314' . . . . . . . . . . . . . . . . . (�)WPSF 0 80 PSF --------- ----------- - a —0-- it I — - — - — - — - — - — - — - — - OWF-.F (D W P5F ------------------ O �� 00 B LINT OWPSF 0 4= 0 ---------------- --- -- --- ------------ 2'-4* 2'-8' Y-0- 3'-8* ---------- IV's '..0. 01-3 4-4- ------------------- . 2'.8- 3'.0' � 3'.0- 3-4- 2' -4V4 -1,2* -0'l, 3* - 616 -6 -4 -Ai ----------- O80 PSF O1 e0 ------- C)WPSF (D.F% ----------------------- 0WP5F(DWF5F --77 (DeOPSF ----------------------- Manufacturing West, tnc. Albany Division - Plant #972 2445 44 S.W. PACIFIC BLVD. C UNIT ALBANY, OR 97321 Phone (541) 926-8631 Fax (866) 491-6847 DRAW— TTRC CARPET & PIER LOC. --- ------ ; ----------- T7 ORIGMAL O"WNG By : J. HENRY SIDEWAW 4' OR 6' 6* WALLS PRODUCT YODEL NO. GOLDEN ESTATE GE 6BIK-05 PIER FOOTING SIZE REQUIRED (SO. IN. PIER PIER CAPkITY — CA PAT) FOOTING SIZE REQUIRED (SO. IN. P" CR, DOTING SIZE REQUIRED PIER APA TY C (SO. IN. 1 PIER CAPACITY CAPACI IFOOTING SIZE REQUIRED (SO. IN.) Pill PIER FOOTING SIZE CA REQUIRED (SO. IN.) SO. DATE 0 . (L N IODO PSFJ 2000 PSF I "- (LBS MO PSF NO. NO. 1000 PSF 11500 PST 2000 PS (LBS.) 1000 PSF 115DO PST 12000 PSI (LOS.) I I DDO PSF 11500 PST 12000 PSF 0. N (LBS.) 1 1000 PST 1500 PST 20 00 PST 2,562 12-17-04 0) 2000 288 1 192 1 144 1 Q 4000 576 1 384 1 288 (5> 6000 864 576 432 (D I WOOD 1 1440 960 720 9 14000 2016 1344 01RSED SKEETREVISEDI 2500 360 1 240 1 180 1 4 5000 _ 720 1 480 1 360 (9 am 1 1152 1 768 576 12000 1 1728 1152 864 1 (10 i�nnn 7%nd I —A2 1 -10-07 CL . - 1 Vector Dynamics "Foundation System" by TIE DOWN ENGINEERING, Inc. Installation IrWmatfons for the Suite of California, Wind Zone 1, 18 PSP Wind, Seismic ,Zone 4 Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. General The Vector Dynamics Foundation System resists lateral & longitudinal wind loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes. • These plans and specffications meet the equirements of rale 25 section 1331 - and ' e�6C requirements. • Maximum eave width (roof overhang of sidewail) of 12" for Zone I. The Vector Dynamics Foundation System has not been designed for use on exposure "D° homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include Shear Walls, marriage line ridge beam support posts, end frame ties and rim plates. Vy Enolneer Approval State Approval MA UFACTUREDHOMBlMOMSR 4 FOUNDATION SYSTE1N HBAL:.1AND SAFETY CODE,=Cll RMM APPROVED 9U;uECT TO CORRECT10N37 oM fl06S 740T AL> M01L 2B 01 AY OVB Alff OR DMATION FROM UQUMDARM 07 1BLB STATE LADS AND RWULAT statc &F cellibrni• mt el Housing aed C UWM14DVPd"=* OP CDDM AND opa, m} SPA 1d0. This Ila : �p�,rpvel Erpim ' a BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 6456 ELMWOOD DR Owner: Permit No: B07-1916 APN: 065-171-032 MILES, RON & BROOKSAN Issued Date: 10/31/2007 By KEJ Permit type: MISCELLANEOUS 75 BURNHAM PLACE Subtype: Private Garage/Shop FREMONT, CA 94539 Expiration Date: 10/30/2008 Description: DETACHED GARAGE (576) Occupancy: Zoning: RT -1A. Contractor Applicant: Square Footage: REDLINE INSTALLATIONS INC REDLINE INSTALLATIONS I Building Garage RemdVAddn 13407 GARNER LANE 13407 GARNER LANE 576 CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530)891-6719 (530)891-6719 576 FEE INFORMATION DBEH Building Review Fee $75.70 y DBF Garage -Wood Frame Plan Che $233.56 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $350.34 DBOMSCF Fire Safe Standards Re $115.98 Total Charged: $1,085.06 Fees Paid: $1,085.06 DBSMIP Residential $1.38 Balance Due: $0.00 Receipt No: B5167 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License REDLINE INSTALLATIONS INC 848025 / C47 / 10/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 License Law [Chapter 9 (commencing with Section 7000) I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing w' h aQction 7000) of Division 3 of the Business and Professions Code, and my license is in full for d effect. 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 X 10/31/2007 the applicant to a civil penalty of not more than five hundred dollars ($500]; Please check one of the following: Conractors Signature Date ❑ 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). E AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 461-0000736 Exp. Date:09/01/2007 Contractors License Law.). (This section need not a competed if the permit is or once fiundrdd llars ($100) or less. ❑ 1 AM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/31/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provision X 10/31/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Si tur Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. 1 hereby certify that I am the pre arty o ` a hor le act on the property o _ ars b alf. 10/31/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for ame of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) I El Owner ❑ Contractor OR; E]Agent for Owner/ m -t for Contractor FILE COPY b-� r Lendes Address City State Zip �j'Tr�. BUTTE COUNTY o DEPARTMENT OF DEVELOPMENT SERVICES 0 BUILDWG PERMIT APPLICATION o AND SUBMITTAL REQUIREMENTS 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834. 0 OFFICE H: (530) 538-7541 z A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION NJ R Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" For offi a use only: CONTRACTOR OWNER Last Name t ISS Address Fhb dame 10 Address / 6e t� 1 / r City E-mail Fax State , Zi Q S Phone �D E-mail Fax E-mail For offi a use only: CONTRACTOR Name ` � Address �� A n City C I Address Stat + Ztp 573 Phon'P/-6 71 Zip Fax o'591 -67;L0 E-mail Fax Lic. # Class For offi a use only: ARCHITECT/ENGINEER Name F od Zone Address Address City Y leA-, State Zip Phone State Fax E-mail 7/ 57Fax State License Number For offi a use only: APPLICANT NAME Name F od Zone ' -ww j (A d Address ''II !!'' "f-064 Y leA-, City 67�1 Lb Book State Zi 73 Phone691—& 7/ 57Fax �D E-mail I `. For offi a use only: Zoning - F od Zone Cross Street QD N, SRA I Yes JNo Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. h -W F I: L� LOCATION Prop erty di s U(90ltv 4' '25),_CF'v[4 Cross Street QD N, WORKER'S COMPENSATION Policy Number --D d '23 7L Carrier S� If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Sco a of Work: Igg 094A 1_.J 7ar , 49 .2 q-, yoz'1/ Sq. Footage .57 O Structure Built without Permits 0 Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. i REQUEST FOR REFUNDS Refunds can only be made upon writte est a er on who paid the fee. The request�mstob; p r t e xpi n of the permit and no construct'ra be n one. iling fees, plan check fees for work plan e d an of er department costs are not refundable. OVER FOR SUBMITTAL KEUUIKEMEN 15 L` K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc _ Page 1 of 2 Received by:I U - Amount: Bldg Receipt #: pq %5 Date:c(, [io -•oll SRA Sheriff SMIP Other Eli, =U—Total REV 2-24-05 The foil pecifications must be suamittea1to the Building Division permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEG ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the Ian in order to apply for a ❑ 2. Complete plans, 3 or 4 sets, signed b the rans LEGIBLE AND /N INK. plans. No graph paper! Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets o sta(No graph mped OR ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! Ped and signed calculations. ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan D duplicate, , ( )Tie down or fnd plans, all in ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C Elevations plans in triplicate. All of these must be stam ed and wet-si ned b the en ineer. ❑ 8. Flood Elevation Certificate, wet -stamped an i ) ns in triplicate. (D) Floor ❑ 9. Site plan and business license approval from the City of Biggs. ate (if required). ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan review (May require additional plan review upon receipt of the following items.) Check and Planning ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office if re ❑ .2. Impact Fees. ( required). ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ .5. Encroachment Permit for driveway from the Public Works Dept. (construction approval rior ❑ 6. Contractor's license information. (Number, Name Style, Classification). PP prior to occupancy), ❑ 7• Worker's Compensation Carrier and Policy Number. ) ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regardingthis process, Permit Assistant at (530)538-7541. p cess, please contact a SUBMITTAL & PERMIT. REQUIREMENTS owing drawings ands ' Applications for which a permit has not been Essuedwil�ex � e one APPLICATION ar after Applications on an application after expiration, a new application, plans and fees will be required. of application. In order to renew action REQUEST FUNDS Refunds can only be made upon written request by he person EwhoEpaid the fee years from the date of fee payment on permits not issued, and two years from thehe request of permit tissuan made f within two issued; however, on issued permits refunds can only be made if no construction work has been done. Filingpermits check fees for work plan checked and other department costs are not refundable, fees, plan OVER FOR BUILDING PERMIT APPLICATION KAFORMSIBUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 BUTTE COUNTY FEE SUMMARY 7 County, Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1916 Job Address: 6456 ELMWOOD DR Contractor: REDLINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 Printed: 09/10/2007 1:08 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 09/10/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 0100-450001-4617240-1010 $102.70 09/10/2007 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 09/10/2007 $102.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $350.34 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $233.56 09/10/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $1.38 Printed By: Kourtni Graham 19085.06 $514.66 Balance Due: $570.40 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These ee ay ch 'n the n checking process. Signature: Date: 09/10/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The.requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1916 Location: 6456 ELMWOOD DR Parcel Number: 065-171-032 Date: 09/10/2007 Owner Name: MILES, RON & BROOKSAN Phone: Description: DETACHED GARAGE (576) Signature of Property Owner: Date: 09/10/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR , . LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1916 Location: 6456 ELMWOOD DR Parcel Number: 065-171-032 . Owner Name: MILES, RON & BROOKSAN Description: DETACHED GARAGE (576) Date: 09/10/2007 By: KCG Sub Type: Private Garage/Shop Phone: By signing below, I the project owner/owners' 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 buildouts 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 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. FILE Date: 09/10/2007 California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-1916 Date: 09/10/2007 Location: 6456 ELMWOOD DR By: KCG Parcel Number: 065-171-032 Sub Type: Private Garage/Shop Owner Name: MILES, RON & BROOKSAN Phone: Description: DETACHED GARAGE (576) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 09/10/2007 Date 7t u r Rev'd 5/7/07 All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.html FILE MiTek Industries, Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-800-772-5351 5321 EASTSIDE ROAD REDDING, CA 96001 PHONE: (530) 244-0700 FAX: (530) 244-3329 TRUSS ENGINEERING;' & LAYOUT Client —C,,aA,,-iQ, Location -JUS. Q \ kCkl 1. D. No. Date: Job Info–zb>n WARNING: DO NOT CUT. OR ALTER TRUSSES TRUSSES REQUIRE EXTREME CARE IN HANDLING, Sr- P i 2007 ERECTION AND BRACING. DEVELOPMENT SERVICES SEE HIB -91 SUMMARY SHEET COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES I.C.B.O. RESEACH NO. ER -4922 105 SE 124Th Avenue . Vancouver, Washington 98684 Phone: (530) 449-3840 Fa)c (530) 449-3953 N E R-QA275 i i i41, i E LOSS LUMBER �2 EASTSIDE RD. DDING, CA 96001 �lephone: 244-0700 ix: 244-3329 Name: 4X 4 Address: Telephone: 2024 GARAGE Job: 24x24 Pile local on: eand c Mitek Sobs 24x21 Scale: Not to scale Date: 8/15/02 Drawn By: Job Truss Truss Type Qty Pty Garage SPACING 2-0-0 CSI DEFL in I R12B6981 S7204 AE FINK i 1 19 n/r 120 M1120 220/195 TCDL 7.0 Lumber Increase 1.15 BC 6.19 Job Reference (optional) moss Lumoer, mt:uu t., ,A youv r, Kandy P181I Wea 6.000 s Jun 17 2004 MiTek Industries, Inc. Tue Jul 13 14:31:17 2004 Page 1 -240-0 12-0-0 24-0.0 26-0-0 2-0-0 1240-0 12-0-0 2-0-0 Scale =1:45.4 4x4 M1120= 10 11 4x4 M1120= REACTIONS (lb/size) 2=372/24 -QA; •18 372/24-0.0, 28=136/24-0-0, 29=13024-0-0, 30=131/24-0.0,31=130/24-0-0, 32=134/24.0-0, 33=10824-0-0i 34=20324-0-0; 27=136/24-0-0, 26=13024-0=0, 25=12824-0-0, 23=12824-0-0, 22=13524-0-0, 21=10824-0-0, 20=203/24-0-0 Max Horz2=12(load case 1) Max Grev2=592(load case 2), 18=592(load case 3), 28=146(load case 2), 29=157(load case 2), 30=153(load'cese 2), 31=156(load case 2), 32=147(load case 2), 33=173(load Case 2), 34=203(load case 1), 27=146(load case 3), 26=1570oad case 3), 25=151(load case 3), 23=155(load case 3),22--14 8(load case 3), 21=173(load case 3), 20=203(load case'1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/94, 2-3=78t29,-'-4=-38/9.4-5=28/14, 5-6=30/113,6-7=30/113,7-8=30114, 84=;-30/13, 9-10=31/0, 10-11=31/0, 11-12--30/13, 12-13=30/14, 13-14-30/13, 14-15=30/13, 15-16=28/14, 16-17=38/9, 17A8=78/29, 18-19=0/94 BOT CHORD 2-34=0/0, 33-34=0/0, 3233=0/0, 31732=0/0, 30-31=0/0, 2930=0/0, 28-29=0/0, 27-28=0/0, 26-27--0/0,2s-26--0/0,24-25--O/O, 23-24=0/12, 22-23/12, 21-22=0/12, 20-2114/112,'116-20=0/112 WEBS 9-28=126/0, 8-29-138/0,7-30-135/0,6-31=135/0, 5-32-1138/0,4433=1119/0, 3-34-195/0,11-27=126/0,12-26=138/0, 13-25=13510,14-23=135/0,15-22-138/0,16-21=119/0,17-20=195/0 NOTES 1) Unbalanced snow loads have been considered for this design. 2) Overhang has been design for 2.00 times live load + dead load. 3) All plates are 1.5x4 M1120 unless otherwise. indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-" oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss design allows for the following max bolt holes along the member Clines spaced a min. of 0-6-0 apart 0.5001n in the bottom chord. LOAD CASE(S) Standard A WARRING - Veft design parameters and RRAD ROM ON TVIS AND DICLODSD ADPF,H RRPSRSNCS PAGE AUT473 RSPORS MIL Design valid for use only with Welt connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper Incorporation of component's responsibility of building designer- not truss designer. Bracing shown Is for lateral support of IndMdual web members onfy. Additional temporary bracing to Insure stability during construction is the responstbilrity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - fabrication, quality control, storage, delivery, erection and bracing, eonsu" ANSI/rPI1 Quality Cdtedo, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. 99,pFESS/p �- C 17180 z *r I EXP. 06/30/05 S5, CIVIC 9TFoFCAUF�� July 14,2004 it r 9enoaac pane �� Suite 109 Citrus Heights, CA, 95910 MT6ke 24-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.52 Vert(LL) 0.00 19 n/r 120 M1120 220/195 TCDL 7.0 Lumber Increase 1.15 BC 6.19 Vert(TL) -0.00 19 TIM 90 BCLL 0.0 Rep Stress'tncr YES.'. WB 0.04 Horz(TL) 0.00 1.8 n/a n/a ' BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 114 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD .. Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid caging directly applied or 10-0-0 oo bracing. OTHERS 2 X 4 DF Stud/Std G REACTIONS (lb/size) 2=372/24 -QA; •18 372/24-0.0, 28=136/24-0-0, 29=13024-0-0, 30=131/24-0.0,31=130/24-0-0, 32=134/24.0-0, 33=10824-0-0i 34=20324-0-0; 27=136/24-0-0, 26=13024-0=0, 25=12824-0-0, 23=12824-0-0, 22=13524-0-0, 21=10824-0-0, 20=203/24-0-0 Max Horz2=12(load case 1) Max Grev2=592(load case 2), 18=592(load case 3), 28=146(load case 2), 29=157(load case 2), 30=153(load'cese 2), 31=156(load case 2), 32=147(load case 2), 33=173(load Case 2), 34=203(load case 1), 27=146(load case 3), 26=1570oad case 3), 25=151(load case 3), 23=155(load case 3),22--14 8(load case 3), 21=173(load case 3), 20=203(load case'1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/94, 2-3=78t29,-'-4=-38/9.4-5=28/14, 5-6=30/113,6-7=30/113,7-8=30114, 84=;-30/13, 9-10=31/0, 10-11=31/0, 11-12--30/13, 12-13=30/14, 13-14-30/13, 14-15=30/13, 15-16=28/14, 16-17=38/9, 17A8=78/29, 18-19=0/94 BOT CHORD 2-34=0/0, 33-34=0/0, 3233=0/0, 31732=0/0, 30-31=0/0, 2930=0/0, 28-29=0/0, 27-28=0/0, 26-27--0/0,2s-26--0/0,24-25--O/O, 23-24=0/12, 22-23/12, 21-22=0/12, 20-2114/112,'116-20=0/112 WEBS 9-28=126/0, 8-29-138/0,7-30-135/0,6-31=135/0, 5-32-1138/0,4433=1119/0, 3-34-195/0,11-27=126/0,12-26=138/0, 13-25=13510,14-23=135/0,15-22-138/0,16-21=119/0,17-20=195/0 NOTES 1) Unbalanced snow loads have been considered for this design. 2) Overhang has been design for 2.00 times live load + dead load. 3) All plates are 1.5x4 M1120 unless otherwise. indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-" oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss design allows for the following max bolt holes along the member Clines spaced a min. of 0-6-0 apart 0.5001n in the bottom chord. LOAD CASE(S) Standard A WARRING - Veft design parameters and RRAD ROM ON TVIS AND DICLODSD ADPF,H RRPSRSNCS PAGE AUT473 RSPORS MIL Design valid for use only with Welt connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper Incorporation of component's responsibility of building designer- not truss designer. Bracing shown Is for lateral support of IndMdual web members onfy. Additional temporary bracing to Insure stability during construction is the responstbilrity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - fabrication, quality control, storage, delivery, erection and bracing, eonsu" ANSI/rPI1 Quality Cdtedo, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. 99,pFESS/p �- C 17180 z *r I EXP. 06/30/05 S5, CIVIC 9TFoFCAUF�� July 14,2004 it r 9enoaac pane �� Suite 109 Citrus Heights, CA, 95910 MT6ke Job (psf) Truss Type City Ply DEFL Z1096 FAFINK I/defl TCLL 35.0 814082110 1.15 TC 0.60 Vert(LL) 1 1 >999 Moss Lumber, REDDING, CA 96001 a'7n1 ca, n . , onno 1.15 BC 0.44 (optional) -2-0.0 I 6-4-14 2-0-6 64-14 Ann f,7 l['W 17.7-2 5.7.2 5.7.2 4x5 - 4 24-0.0 26.0-e 6.4.14 2-0-0 Scale = 1:45.5 4X5 - 4X4 = 5x6 8.3-4 1548.12 24.0.0 8.34 7-5.8 8-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl TCLL 35.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.17 8-9 >999 TCDL 7.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.24 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.07 6 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1 St LC LL Min I/defl = 360 LUMBER BRACING TOP CHORD 2 X 4 OF N 1 &Bt G PLATES M1120 GRIP 220/195 Weight: 94 Ib r- TOP CHORD Sheathed or 3-9-2 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 2 =1342/0-3-8, 6 =1342/0-3-8 Max Grav 2=1454(load case 2), 6=1454(load case 3), FORCES (Ib) - First Load Case Only TOP CHORD 1-2=51, 2-3=-2713, 3-4=-2342, 4-5=-2342, 5-6=-2713, 6-7=51 BOT CHORD 2-9=2486, 8-9=1708, 6-8=2486 WEBS 3-9=-493, 4-9=651, 4-8=651, 5-8=-493 NOTES 1) Design load is based on 35.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard C 17180 EXP. 06/30/05 C1l OFCAL October 28,2004 A WARND9G - Vaft design parameters and READ NOTES ON THIS AND nmwDED ABTER REPERENCE PAOR MU -74,73 BEFORE OSS. 7777 Greenback lane Design vatld for use only with MTek connectont. This design is based on u Sults tore • Applicability of design g N upon parameters shown, and is for an IndMdual building component. ty g paromenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610M Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibilfily, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI I Building Component M iTekm Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. October 29, 2004 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A. C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with IOd nails at 12"o. c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Sincerely, §OF Redong (Ray) Yu, P.E./S.E. Regional Vice President Western Engineering Operations RY/ek STANDARD GABLE END. DETAIL VARIES TO COM. 12 4x4 = TRUSS . *UTAUUNAL UR L -BRACING REFER TO TABLE BELOW 2X4 NO.2 OR BTR. DF -L 1X4 OR 2X3 (TYP) CONT. BRG ;44 S O TC O gg 1 VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADINgpst) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANSI95 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - No.2 OTHERS 2 X 4 DFUSPF/HF - STUD/STD SHEATHING 3 1/2" 'k- 11/21- (BY OTHERS) r NOTCH AT 24" O.C. (MIN.; TOP CHORD _NOTCH DETAIL FILENAME: STDGAB80XC PAGE 1 OF 2 24" MAX 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW 24" O.C. END 10 WALL %GID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END —�TO 7 OVER 8'-6" 4 _ 16d MAXIMUM VERTICAL STUD HEIGHT kCING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE I WITH 2 -LATERAL BRACE 12 INCH O.C. A-4 n_n o Q n WITH L BRACE 24 INCH O.C. NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. C, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM, 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 8" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED, 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH..1O� Continued on page 2 NO. z :049Q 19 EXP 9-30-Utr OCT 29 zw STANDARD_ GABLE END DETAIL PAGE 2 OFX2 3/20/00 2-10d (TYP) OR EQUIVALENT I I� GABLE EN 4-10d NAILS MIN..,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2X4 BLOCK '2X4 S T JD OR BTR SPACED @ 5'-0" O.C. SHAL E PROVIDED AT EACH END OF BRACE EXCEPT FOR BRACE EXTENDED INTO r AE CHORDS & CONNECTED TO CHOF E S W/ 4- 10d NAILS. MAX. LENGTH = 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 101) NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3)2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-1Od TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. OCT 2 9 2004 Symbols . Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property � 3/4 *Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury 9 Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSI1. 1/a. 2. Never exceed the design loading shown and never FiF 1 2 3 TOP CHORDS C1-2 cls 4all stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and o other interested parties. For 4 x 2 orientation, locate OzU �'p rWXEBZSc� U ,p _ 4. Cut members to bear tightly against each other. plates 0-1/16' from outside a " U O 5. Place plates on each face of truss at each edge of truss. joint and embed fully. Knots and wane at joint ci a c6 C locations are regulated by ANSI/TPI1. BOTTOM CHORDS *This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. • Plate location details available in MTek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. 4 4 The first dimension is the width CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to x perpendicular to slots. Second dimension is the length parallel camber for dead load deflection. to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. Indicated by symbol shown and/or BOCA 96-31, 95-43,96-20-1, 96-67,84-32 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A 13. Bottom chords require lateral bracing at 10 ff. spacing, Indicates location where bearings or less, if no ceiling is installed, unless otherwise noted. (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint ® number where bearings occur. 15. Do not cut or alter truss member or plate without prior EM -01 approval of a professional engineer. Industry Standards: ® MiTek 16. Install and load vertically unless indicated otherwise. ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DCB -89: Design Standard for Bracing. SCSI l : Building Component Safety Information, • Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet MMI -7473 p 2004 MMTek® t y y v W. y b:stml 11Der rdl Iavm. —1— u mlwr. I •J y '•: �� '/'/''',' ill' y y y. y u U Ft- falls y y y m.daur.d..1" tb. , y Icw .T Die dopa . 'wA.s betReen" Nate.. 11b-roD new 10' and 20'Moe it tr_.Iftna I into . steep.' slop. TYPICAL FIBER ROLL INSTALLATION - x:rs. lb' rd1 PREPARED FM2485 CLARKE M Notre Dame Blvd., #370-181 . _ M. Clarke .. EE . rRon Chico, CA 95928 (PHONE) 530-893-3444 Miles Residence Phone: 891-6719 DRAVMRY DRAWING NO. E -' 3/4' K 3/4' . 13407 Garner Lane (FAX) 530-893-3425 etak. ' 4' Chico, CA 95973 apetNg. . ' --ENTRENCHMENT DETAIL N.T:S-. FIBER ROLL DETAIL PAGE 2OF2 Paradise/Magalia/Firhaven Watershed Protection PREPARED FM2485 CLARKE M Notre Dame Blvd., #370-181 EROSION CONTROL PLAN M. Clarke Redline Installations . rRon Chico, CA 95928 (PHONE) 530-893-3444 Miles Residence Phone: 891-6719 DRAVMRY DRAWING NO. Engineering Oct 30, 2007 13407 Garner Lane (FAX) 530-893-3425 6456 Elmwood Drive Chico, CA 95973 RCE 58872, LS 8370 Magalia, CA 95954-9335 PATE PROJEDf NO, y m y • y %•'• Not. inridirma roll done d 1 vel .—lour.. t ''r N y U y .'FRw rd1. y y verlkai apodnq �•,��•• I y r nm.urod don%tha "y. y Iace of the dope '�.A" between'- Indep III- nna neon .. 17 and 2W1 - alapo whys It-t—dllano I into a steeper pope TYPICAL FIBER ROLL INSTALLATION N:T.S FESS � Fiber rdI FESS�° _ o tr min 58872 m Mg mood of koa. EV.9 l%� n epacbg. C ENTRENCHMENT DETAIL NAS FIBER ROLL DETAIL PAGE 2OF2 Paradise/Magalia/Firhaven Watershed Protection PREPARED FOR: CLARKE M. 2485 Notre Dame Blvd., #370-181OSION ERCONTROL PLAN M. Clarke Redline Installations f Chico,CA95928 Ron Miles Residence Phone: 891-6719 DRA"" DRAWING NO. 13407 Garner Lane Engineering (PHONE) 5 93-34 3444 (FAX) 3-3425 6456 Elmwood Drive 30, 2007 Chico, CA 95973 RCF saa72. LS 8370 872. L Magalia, CA 95954-9335 DATE E PROJECT NO. f _ BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION I Site Address: 6456 ELMWOOD DR Owner: MILES, RON & BROOKSANIJ Permit NO: B07-1915 APN: 065-171-032 DBFIRE SRA Fire Plan Review (S $102.70 Permit type: RESIDENTIAL 6456 Elmwood Drive Issued Date: 10/31/2007 By KEJ Subtype: SFD-Mobile Home PFS Magalia, CA 95954 Expiration Date: 10/30/2008 Description: MH PERM FND 2562' REPLACES 1, Occupancy: Zoning: RT -1A. N..urruaciur Applicant: square rootage: REDLINE INSTALLATIONS INC REDLINE INSTALLATIONS I Building Garage Remdl/Addn 13407 GARNER LANE 13407 GARNER LANE 2,562 CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 891-6719 (530) 891-6719 % FEE INFORMATION DBEH Building Review Fee $75.70 DBF MH Plan Check $233.56 DBFIRE Fire Inspection (SRA) $205.40 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Mobile Home Permit Fee. $350.34 DBOMSCF Fire Safe Standards Re $115.98 DBSMIP Residential $16.65 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires REDLINE INSTALLATIONS INC 848025 / C47 / 10/31/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force andAffect. X 4 � , 10/31/2007 Contra is Ignature Date WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. AVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: State Fund Policy Number: 461-0000736 Exp. Date:09/01/2007 (This section nee not a completed if the permit is or on. undue red dollars ($100)—or-re—ss.) ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X.. 10/31/2007 Signaturr Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. I CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Total Charged: $1,100.33 Fees Paid: $1,100.33 Balance Due: $0.00 Receipt No: B5166 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑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 Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof 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 Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). RI AM EXEMPT under Section B. & P.C. for this reason: Owner's Signature 10/31/2007 Date I hereby certify that I have read this application and stale that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro rty own litho ' ed to act on the property owrlpr's behalf. 5Z �O Lr�,✓. L1,4IY, 10/31/2007 Owner 1:1 Contractor OR. ElAgent for Owner ent for Contractor FILE COPY BUTTE COUNTY ' C DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** APPLICANT SIGNATURE For office use onl OWNER Last NameFick All lees •1 ns Name Koo n �roo�C�tn Address CO q S to r I M L -O d V r City a City r State e/� Ziq�S 95 Phone Zi 3 Fax E-mail Fax APPLICANT SIGNATURE For office use onl CONTRACTOR Name �� � I i •1 ns �a !- s Address b 7 �9vn�t �v�• City r Zip State rN W 7— Zi 3 Phone ) : e Fax 92 1_ 69 E-mail `a 5 Ce'2/7 APPLICANT SIGNATURE For office use onl ARCHITECT/ENGINEER Name C1 Address 0 City Book State Zip Phone — / , Fax E-mail e State License Number APPLICANT SIGNATURE For office use onl APPLICANT NAME Name C1 Address 0 City Book State Zip/? `7 73 Phone,691 — / , Fax � _ 67 ZD E-mail e APPLICANT SIGNATURE For office use onl Zoning lood one -i I SRAYes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc LOCATION AP# 66S-- /71 -off -z- Property AddressJ (o il5 El w,w oo al . i - City 111a '? /I Cross Street WORKER'S COMPENSATION Policy Number L_11 (0 Carrier z.a 4-Q- FwYd If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scopeo Work: AIaG Sq. Footage Z ❑ Structure Built wi out Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required ; REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction vo lhabthen done. Filing fees, plan check fees for work plan ch er department costs are not refundable. Received by" - Amou Receipt #: Bq 563 Date:q -10- 01 SRA Sheriff IN Other I` G l I •3CQ__—Total �-- Opi3-0 ZS - J o' tv J4. The following drawings and specifi aBons mA t b PERMIT. REQUIREMENTS the Building permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED.oALL PLANS MUST Bn in order to apply for a 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! E LEGIBLE AND /N INK El. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. calculations. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Bu ldings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage'line info, (C) Floor Plan D du licate. , ( )Tie down or fnd plans, all in ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fred plans and calcs in triplicate, (C) Elevations plans in triplicate. All of these must be stamped and wet-si ned b the en ineer. m triplicate. (D) Floor ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required. ❑ 9. Site plan and business license approval from the City of Biggs. ) ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required), ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan C review (May require additional plan review upon receipt of the following items.) heck and Planning O 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office if re ❑ .2. Impact Fees. ( required). ❑ 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 ❑ 6. Contractor's license information. Number, P p , to occupancy), ❑ 7. Worker's Compensation Carrier and Policy Number. le, Classification). ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. O Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regardin this p proPermit Assistant at (530)538-7541. g P cess, please contact a Applications for which a permit has not been Essuedwil�expi a oN OF ne APPLICATION ar after da ATION on an application after expiration, a new application, plans and fees will be requiired :of application. In order to renew action Refunds can only be made upon written requREQUEST FR est by he perssonEwhoEFUNDS paid the fee years from the date of fee payment on permits not issued,• The request must be made within two issued; however, on issued permits refunds can only be made tlodate f tnoconstrucyears rtion om the has f permit issuance for permits check fees for work plan checked and other department costs are not refundable. been done. Filing fees, plan OVER FOR BUILDING PERMIT APPLICATION KAF0RMS16UILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 m BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District -Rrai:yn (�\ {l�� fieA Building Department No. d -Lf a4�� Tax ate Area No. A.P. Number _ T" (\ Jurisdiction: [� City county Property Owner p{ Qr%n VA Property Location/Address ( � �nnCA Subdivision Residential Development Nof Living Units Commercial/Industrial 0 New No. District Identification No. f oi /i9 i ,,. . ;"0' , School District certifies that r ILI has complied with the requirements of Resolution No. representing C" square feet. School Paid by Check # -X44L Remarks: (Zip Code) by payment of $ JFB 2926 $ FULL MITIGATION $ (Phone Date ' i Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeforrn.xls (12/06)dmm .............. Sq. Footage 2156) 9 Mobile Home Addition/ *Supplemental to (Group R) Installation Conversion Permit # Cr. Demo (1 ) `(No foundation inspection) i existing sq. ft. see attached Net to.,._.__...e. ' Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage i. . Addition (Including Exterior Roofed Areas) Date w District Identification No. f oi /i9 i ,,. . ;"0' , School District certifies that r ILI has complied with the requirements of Resolution No. representing C" square feet. School Paid by Check # -X44L Remarks: (Zip Code) by payment of $ JFB 2926 $ FULL MITIGATION $ (Phone Date ' i Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeforrn.xls (12/06)dmm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM Q FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 VHICO AREA RECREATION AND PARK DISTRICT (CARD) Nt PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Numb(s) 5 - 2, Building Pen -nit Number 7 _ I 1 _ _ n Property Owner (s) 15 1 I Project Location /Address Subdivision Name )r IVl �►o,, ► �� Assessable Sq. Ftge 2�t; rt 2 Type of Residential Development (check one) New Development Single Family -Detached Alteration/Addition(s) on -Re Mobile to Residential home �/ Mobile home replacement Demo Permit (date issued -29-0 ) p Comments: der A61 n a 1440Yl [f 1�l1<'ibl I� 6)i YYtO6 k �c3me 10 Building Date A Single Family -Attached Multi -Family Dwelling _ verified by Assessor Department _ verified by Building Department ❑ FRRPD ❑ CARD tPRPD ❑ DRPD certifies that: —Tn,; t�� �3�11 (o 71 �t Applicant Name Phone Number 13907 04 Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ 112-7-- Square Feet @ $ _ Remarks: 51 Paid by Check No: "7-- 3 Paid by Cash: Park Di per unit for a total of $ on per sq foot for a total of $ IIa,2 Receipt No: yG-/61- U7 Date NOTICE TO ASSESSOR HCD 433(8) 4186 THIS FORM MUST BE COMPLETED BY THE OWNER OF A MANUFACTURED HOME MOBILEHOME OR COMMERCIAL COACH AND FORWARDED TO THE COUNTY ASSESSOR UPON COMPLETION OF THE INSTALLATION OF THE UNIT ON A FOUNDATION SYSTEM PURSUANT TO SECTION 18551 HEALTH AND SAFETY CODE. ORIGINAL PURCHASE PRICE FOR: s �7 I � 0 6D Type of Exterior Wall Covering: 1. The Basic Unit $ (Metal, Wood, etc.) 2. Optional Equipment & Upgrades 3. Subtotal 4. Accessories & Accessory Structures 5. Other (Specify) rL Fsc cu w � F 6. Delivery & Installation 7. TOTAL SALES PRICE DOES THE BASIC PRICE INCLUDE: The Towbar(s) ❑ YES Tires & Wheels ❑ YES Wheelhubs & Axles ❑ YES LIST NUMBER OF ROOMS: Bedrooms 3 Baths ®9 Kitchen Living Room $ C07n Type of Roof Covering . $. ..� 77 %.006,— (Metal, Wood, Composition., etc.) $ Heating Type: Forced Air ❑ Floor or Wall $ S• Carport: $ C Air Conditioning: 5 5a� Evaporative Cooler: Garage: Storage Shed: Skirting: Built-in Cooktop: Built-in Oven: Built-in Dishwasher: ❑ NO Built-in Wet Bar: ❑ NO Refrigerator: ❑ NO Roof Overhand (Eaves) Furniture Included: Dining Room Carport: Family Room �_ Awning: Porch: Utility Room j Other Rooms uG7fv Garage: Storage Shed: Skirting: YES A YES ❑ NO Tons ❑ YES NO ❑ YES NO ❑ YES NO QIL YES ❑ NO ❑ YES V NO `JU YES ❑ NO 116 YES NO inches ❑ YES NO Value $ (LENGTH X WIDTH) ❑ YES NO X ❑ YES, NO X ❑ YES NO X P YES ❑ NO. X ElYES 'P NO LINEAL FEET The sales price as shown does not include any amount for any in-place location. The Assessor's Parcel Number of the installation site is D�o3`= J`7/— ISS Z (Signature) COUNT' Address SES : L 2007 (�,I� ► 959,73 OEVEL 5ER®C SIFT — 530 Yq/-6 7A, - Telephone 86 41568 ''STATE OF CALIFORNIA - b.,PARTMENT OF HOUSING AND C<.,dMUNITY DEVELOPMENT. CERTIFICATE OF TITLE Manufactured Home Decal No: LAR4833 Manufacturer IDIName MADISON Trade Name MADISON Model DOM 00/0011978 DFS 08/12/1978 RY Exp. Date Serial Number Label/Insignia Number Weight Length Width SPC SCC Exempt Use Type A77220XX18MCA CAL081579 80' 10' 04 SFD LPT 877220XX18MCA CAL081580 80' 10' = Issued Total Fees Paid .._.. ; :. ._ Oct 21. 2005 $132.00 Addressee RON MILES 75 BURNHAM PL , FREMONTCA 94539 - . ... SIT O . .- ... Regi, te. •g � r � .�*� EV R E Kq �•,� V e�+ e �. RON MILE. y.«. BROOKS MI Joint Te witof rvlvorship **. 75 BUR FREM , CA 94539 Situs re!§Se 6456 ' WOOD DR e MAG , I _ . CA 95954 -- 2 SNI DEQ 0 r ��4. IMPORTANT li�l THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDEMIITIH'THE. DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. DTN: 4083822 10212005 - 265 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds www.butteaeneralplan.net ADMINISTRATION * BUILDING * PLANNING October 3, 2007 REDLINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA95973 Subject: Permit B07-1915 (APN 065-171-032); MH PERM FND 2562' REPLACES 1440;' MH Dear REDLINE INSTALLATIONS INC: The Butte County Department of Development Services, Planning Division, has reviewed the submitted permit - application, and requires the following revisions to your site plan, or information in order to continue the review (this may be for notification purposes, please see below): ® Site Plan Resubmit — Follow Requirements ❑ Setback Conformance ® Erosion Control Plan ❑ Front Yard ® Watershed Protection Zone (Fairhaven) ❑ Side Yard ❑ Cohasset Specific Plan ❑ Rear Yard ❑ Subdivision Map Note ❑ Special Setback or Parcel Limitation ❑ Fire Sprinklers ❑ Federal Aid Road/Arterial Road ❑ Parking for Specified Use ❑ Easement ❑ Landscaping Requirements ❑Subdivision Map Condition/Note ❑ Oak Tree Plan ❑ Other: ECP must be prepared and stamped by licensed professional with elements in handout shown The requested information, or notification, is described on the included hand-outs. You will also be given some brief direction, on the following page, of how the information should be submitted or returned to the County. Should you have further questions please contact me between the hours of 7:30 a.m. and 4:30 p.m. Monday through Friday at (530) 538-7601, or the appropriate Department/Division identified in the hand-out. Sincerely, ounter Planner Cc. MILES, RON & BROOKSAN, Applicant Redline Installations, Contractor Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1915 Date: 09/10/2007 Location: 6456 ELMWOOD DR By: GLB Parcel Number: 065-171-032 Sub Type: SFD-Mobile Home PI Owner Name: MILES, RON & BROOKSAN Phone: Description: MH PERM FND 3085' REPLACES 1240;' MH The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 ❑ ❑ ❑ ❑ ■ J ■ SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property FILE Date: 09/10/2007 BUTTE COUNTY FEE SUMMARY Printed: 09/10/2007 7 County Center Drive 12:49 pm Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1915 Job Address: 6456 ELMWOOD DR Contractor: REDLINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 09/10/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $205.40 09/10/2007 $205.40 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 09/10/2007 $102.70 DBMSC Mobile Home Permit Fee. 0010-440001-4210500-1010 $350.34 DBF MH Plan Check 0010-440001-4210500-1010 $233.56 09/10/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $16.65 19100.33 $617.36 Printed By: Kourtni Graham Balance Due: $482.97 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fe!es3pay change' g the plan checking process. Signature: Date: 09/10/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-1915 Date: 09/10/2007 Location: 6456 ELMWOOD DR By: GLB Parcel Number: 065-171-032 Sub Type: SFD-Mobile Home PI Owner Name: MILES, RON & BROOKSAN Phone: Description: MH PERM FND 3085' REPLACES 1240;' MH To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 09/10/2007 Date Sigrirature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/l)rotplan/proti)lan.html Rev'd 5/7/07 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1915 Location: 6456 ELMWOOD DR Parcel Number: 065-171-032 Date: 09/10/2007 Owner Name: MILES, RON & BROOKSAN Phone: Description: MH PERM FND 3085' REPLACES 1240;' MH Signature of Property Owner: Date: 09/10/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 0 O 0 0 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1915 Date: 09/10/2007 Location: 6456 ELMWOOD DR By: GLB Parcel Number: 065-171-032 Sub Type: SFD-Mobile Home PI Owner Name: MILES, RON & BROOKSAN Phone: Description: MH PERM FND 3085' REPLACES 1240;' MH By signing below, I the project owner/owners' 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 buildouts 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 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. 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Assessor's Parcel Number. ©0 9 — Ill ff M — EF312 Scale: 1--= --20 ' Owner Name Address / Phor Q;+ Location ocadon Contact: Name Phone M od.). 23.2003 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres — 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: r� 00 P u ^ v v n u u U, u �CI'4 'CN CN C14 CIq C11 c1q C11 C") CI) c) m M ro CI) v - 0 C' 10 0 N M 0, CN �n v n co 01 C) N N CN CN N CN N N M M M C-) C" r) M C", M C11 d d 7 V 4 mm■N= 111131111111' EES® EES `_.:F:E E -�a E�EE�EEE'E� EES - .� 58aE'a�_ _ Ems' C.�=CC��� V/jIFj INS MINE MIN an ®®-_�SEE ice►■ SIM MIAMI NE �C �J�E ON FEE MISSE MIN, MIN M RZA Mai MME ENE IN Eli IN son Kali ME. w m� ��. - 0 C' 10 0 N M 0, CN �n v n co 01 C) N N CN CN N CN N N M M M C-) C" r) M C", M C11 d d 7 V 4 INSs-=aaas.aa=aasa�s■eaesaaa®®aa s_____mmm mm mom ___ _ _ _ Elam NMI- MINES a=_ }as.saaa�saaa==MEN _�a�saa■®s�sse C� C�����CCss_Cs■■_ -I mill, I 1. _____________ __ as_____________s______�mmmmm �■.ss�� ss s.�■■■■■sINE s ISER�� ®ommm MOM ®®®®■■®®®■■®a®a ■m■■ ............. . ............... ...... ...... ...... SITE PLAN ..... . ..... ...... ...... ........ . ............ . ...... ..... . ..... ..... . ..... ...... .................... ...... ............ ..... ................... . ...... ...... ............ ...... ............ 3 to F -1 \6Ca i...... I tA Y12 co oQGLG OD 4— C) C> 101 coh IN I �� BUTTE Win ISION Lf sell BUILD14MG Div Apfzovt!:rt M BUTTE. CONUONTY BUILDNG D-AFAS110I.... 57 13 5 APPROWD ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ..... ..... ...... . . . . . . ...... ............ ..... ............. ............ . .................. . ..... ...... ...... ....... .......................... . ................... ..... ......... ., ................ . ..... ................... ...... ..... ...... ...... ..... ..... . ..... ..... . ..... ...... ..... ....... ASSRSSOREOPY ... . ............. Assessor's Parcel Number M I ),e -s Owner Name ori Address / Phone No. y 5.(10 Site Location S a_yi ow, ONa I.' W Contact. Name Linda Mitchel 0 Redline Installation . s (530) 891-6719 Y. 2=1 Owner: =OR ALL FOR OFFICE USE APN: e)(A57-1-71 Zoning: BP#: j?;�b_Q9.4-7 PARCELS General Plan Desig: ZONING: Size, Acres GEN PLAN: USES: 7 SITE PLAN ........... ... ..... ...... ...... ..... . ..... ..... . ..... ...... ............. ...... ..... : .................. . ................................. ......................... ...... ...... .... ............. ...... ...... ................... ...... ....... .................... ...... ...... ....... i ..... ...... i ...... ...... i ...... ...... i ............ ...... i .............. 3(' I v r C tA y -e y ...... COT 00 COV41 rle_ )01 \S\ 04 BUTTE COUNTY BUILDING Di" "ISIor 51 -2 v 1. ............ ...... ...... ...... ..................... .......... ...... ...... ............ ............ ...... ...... AFF"OVED ..................... ...... ...... ...... ..... ... ...... ...... ................... . ..... ..... ............................................... ............. ...... ............. ....... ................................ .... . ................ ................. ...................................................... . .................. . .............................................. ASSESSOR Opy .. . ............. Assessoes Parcel Number E G T Owner: I MR ALL IWT F11 F-71 El Scale:.1 _2D, FOR OFFICE USE APN: 171 Q -3E Owner Name )VO—S b ri Y -,o a ki --yi BP#: PARCELS 0 0 0 0 Zoning: Address / Phone No'. 7 General Plan Desig: ZONING: Site Location 1% U W\ Size, Acres GEN PLAN: ,.*ontact. Name Linda Mitchel@ Redline Installations (530) 891-6719 4.00' USES: Odabw 23. u r BC■SEffil SUMMARY SHEET - GUIIDE FOR F AND_LI�NG, I�NSTALLI�NG AND BRAC�I�NG OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI-83 Summary Sheet -Web Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. Los trusses no estan marcados de ningt)n modo que identifique la frecuencia o localizacibn de los arriostres (bracing) temporales. Use las recomendadones de manejo, instalaci6n y arriostre temporal de los trusses. Vea el folleto BCS I 1-03 Guia de Buena Pfdctica Dara el Manejo. Instalaci6n v Arrios[re de los Trusses de Madera Connectados con Placas de Metaloara para mayor informaci6n. Los dibujos de disefio de los lasses pueden especificar las loralizaciones de IDs amostres permanentes en IDs miembros individuales en compresi6n. Vea la hoja res6men BS5I-B3 para los amostrss Dermanentes y refuerzos de IDS miembros secundados (webs) para mayor informad6n. EI resto de arriostres permanentes son la responsabilidad del Disenador del Edificio. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Qgloves when handling and safety glasses when f �c cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando corte IDs empaques. HANDLING - MANEJO QAllow no more No permita mas Q Use special care in than 3" of defiec- de 3 pulgadas de windy weather or don for every 10' pandeo por sada 10 near power lines of span. pies de tranio. and airports. 10, a ro 8'max. T +1W la I la QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK n 0%104 ao' o sem$ AI�-' QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o mas deben ser elevados con bloques a sada 8 o 10 pies. QFor'long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilacl6n. Utilice cuidado especial en dias ventosos o cerca de cables el&-tricos o de aeropuertos. Spreader bar for truss bundles N;v t6 I'7f Check banding Revise los empaques IJ prior to moving antes de mover los bundles. paquetes de trusses. Q Avoid lateral bending. — Evite la fiexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. lasses sueltDs. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or . ; % _ I'7f Trusses 30' or less, support Ll less, support at t . at peak. quarter points. r Levante Levante de del pico los los cuartos trusses de 20 de tramp IDs pies o menos. trusses de 30 F Trusses up to 20' pies o menos. Trusses up to 30' Trusses hasta 20' Trusses hasta 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posicf6n con la grSa hasta que el arriostre temporal este insta)ado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico IDs trusses de mos de 30 pies. Greater than 30' Mas de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 --► Tagline truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Toe -in\� �� / Toe -in Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreaderbar Attach above or stiffback /�_L_ 1m x.max.mid-height Spreader bar 2/3 to — 3/4 truss length —� Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to BCSI-Bra Summary Sheet - Truss Installa- tion and Temporary eradnp for more information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor informad6n. Do not walk on unbrdced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada Una de las filas de arriostres laterales temporales de la cuerda superior. �E Brace first truss well before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Haste 30 pies 10 pies maxima 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. Q, Refer to BSSL-B6 Summary Sheet - Gable End Frame Bracing. Repeat diagonal braces. Vea el res6men BCSI-B6 - Arriostre Repi[a los arriostres del truss terminal diagonales. de un [echo a dos aquas. f /f Set first five trusses with spacer pieces, then add diagonals. Repeat LJ process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses haste que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. , 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members Diagonal braces every 10 truss 10spaces (20' max.) '-15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing 46 DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEll BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords - Temporary and 15 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing t0' ot every 15 truss for Parallel Chord spaces (30' max.) Tru for more information. t Vea el res6men BCSI-87 - Arriostre temporal v_ permanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informad6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Plywood or OSB Q Max. Bow Max. Bow Length --► Max. Truss Length © nBow - — – Length ► 3/4" 12.5' Max. Bow -� Length ---► 7/8° 14.6' Q Tolerances forD/50 D (ft.) 1° 16.7' Out -of -Plumb. 1/4" 1' 1-1/8° 188' Tolerancias para 1/2" 2' 1-1/4° 20.8' Fuera-de-Plomada.a 3/4" 3' 1-3/8° 22.9' o Plumb bob 1° 4' 1-1/2" 25.0' 1-1/4° 5' 1-3/4° 29.2' D/5o max 1-1/2° 6' 1 2° 233.3' 1-3/4" 7' 2° 1 a8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construccl6n hasta que todos IDs arriostres Materiel Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" Do not exceed maximum stack heights. Refer to BSSL-B4 Asphalt Shingles 2 bundles coma Sheet - Construction Loading for more information. Concrete Block 8" No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carna de Construccii5n para mayor informaci6n. 0 Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-85 Summary Sheet - Truss Damage, 3obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Dafios de trusses, Modificadones en la Obra v Emores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ning6n miembro estructural de IDs trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void.W Trusses que se han sobrecargado durante la conscd6n o han sido alterados sin Una autorizad6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistimce regarding construction practices from a competent parry. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Boor and roof lasses Into place SAFELY. These recommendations for handling, installing and bracing wood es trussare based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation contractor. It is not Intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, Installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the Inns Erection/Installadon contractor. Thus, the wood Truss council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arisingfromthe use, application, or reliance on the recommendations and information contained herein. 6\I� WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • w 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, wl 53719 608/274-4849 • ww.woodtruss.com 608/833-5900 • www.tpinst.org 81WARN11x17 031125 riADVE RTE N CLIA! HOJA RESUMEN I DE LA GUTA DE BUENAIR RAGTICA PARA EL MANEJO, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONECTADOS CON PLACAS DE METAL Plywood or OSB 16" Clay Tile 3.4 tiles high Do not exceed maximum stack heights. Refer to BSSL-B4 Asphalt Shingles 2 bundles coma Sheet - Construction Loading for more information. Concrete Block 8" No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carna de Construccii5n para mayor informaci6n. 0 Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-85 Summary Sheet - Truss Damage, 3obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Dafios de trusses, Modificadones en la Obra v Emores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ning6n miembro estructural de IDs trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void.W Trusses que se han sobrecargado durante la conscd6n o han sido alterados sin Una autorizad6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistimce regarding construction practices from a competent parry. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Boor and roof lasses Into place SAFELY. These recommendations for handling, installing and bracing wood es trussare based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation contractor. It is not Intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, Installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the Inns Erection/Installadon contractor. Thus, the wood Truss council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arisingfromthe use, application, or reliance on the recommendations and information contained herein. 6\I� WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • w 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, wl 53719 608/274-4849 • ww.woodtruss.com 608/833-5900 • www.tpinst.org 81WARN11x17 031125 riADVE RTE N CLIA! HOJA RESUMEN I DE LA GUTA DE BUENAIR RAGTICA PARA EL MANEJO, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONECTADOS CON PLACAS DE METAL r SITE PLAN ...... ...... ..................... ................................. ...... ............. ............ ...... ...... ............ ............. ...... . ..... : 1360 ............ ...... ............ ...... ...... ............ . .................. ...... ...... ..... . ..... ...... ...... ............ ...... ...... . ..... ...... ...... ..... . ..... ............. ...... ..... ............. .. ...... ...... ........... ........ ..................... ...... ................... ...... *- .............. I ...... ...... ........ ...... ... - -------------- ............ ............ ...r.. ................... ............. ...... . . . ...... .. �.).: ...... : ..... : : . . . . .................... ............ .......................... ........... . tn. � �; ... 6. .. . ............ ............ NOTE .. .. .. SITE CONDITIONS * . ......... .... ...... * ...... ............... .. ....... ... .. ...... ...... ...... ...... ...... 7=7! ....... ; ...... Z ....... ... . .......... • ...... ...... .. ........ ...... ............. ...... ...... ...... ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE r -1--i .......... .. ...... : ...... ...... CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED .... ........ .... ........... ....... ...... ...... *.1 ..... i—* T.. . ......... . PLANS: ..... . ..... ...... .. ............... ................... ...... . ............ ...... ....... ... .. ................... . ........... ....... ...... •. ......... ........ . ........... . ............ enl..: . ..... ............... ............. ............ ...................... EXCESSIVE SLOPES EXPANSIVE SOILS ............ ................... ............. . . .......... ..... ......��) �•• EXCESSIVE CUTS OR FILLS.. .. ... ...... ..... ......... ............ ......... ...... ....... . . . . . . . . . . . . ALTERATIONS TO NATURAL DRAINAGE ............... : C ...... ..... ;. .. '�: - -.....i....!>. ! ...... OTHER UNUSUAL SOIL OR GEOGRAPHICAL `4&i.N..."..5: .............. ...... ........... % ..... ...... . . . . . . . . CONDITIONS ............... ......... ................... ................... ............... X jl� .. ) .... ...... ...... .... ................... 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COMPLY W1*j'HjjUj'jL'CUUNj ............. ...... PUBLIC WORKS EROSION CONTROL .. ..... .......... ............. \-... .... .......... .................... ............. PLA N REQ UIREMEIVTS A PPO VED FOR .... D -p ............ Z ...... ........... ........ ..... ...... ..... ....... ... ..... . ...... ....... ........ ... ...... THIS BUILDING PERMIT B Y B UTTE . .. ..... .... ...... ... v . ............. ............ ..................... .. ........ 7.v .... ...... ....................................... ... ............ ...... " ..... .. ..... ................... ...... ...... ...... ...... 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A SURVEY MAY BE REQUIRED IF General Plan Desig: DETERMINED NECESSARY BY THE BUILDING OFFICIAL. Size, Acres i 4.uu ---------- --- ANAPPROVED PLANS AND NOTE ILANDING AT EXTERIORi SITE CONDITIONS ............................................................. M P LY MIT S B N REQUIRED i•��r��' •" L ONS ARE IF ANY OF TH :: SITE F E OBSERVED A ..... : B C AND NOT SHOWN WITH C PLANS ON THE APPROV ......:......;......;...... ,.....,...................:. WI ED DOORS SHALL CO , SECTIONS i I I OR A CONDITI E FOLLOWING SITE ,.} 1 003 3& 1003.3.1.7 NSP ALL COVERED S INSPECTIONS EXCESSIVE SLOPES OP DECKS ANDY-�•h —�' • EXPANSIVE SOILS SQUARE: DECKS EXCEEDING 36 — EXCESSIVE CUTS OR FILLS 4 ARE FEET IN ARE WILL • .. .. ......i .. ALTERATIONS TO NATURAL DRAIN I E A L HER UNUSUAL SOIL O AGE REQUIRE A BUILDING i..— i OT UN UA R GEOGRAPHICAL PERMIT............._ .. — �— — CONDITIONS ;......:.....;...... I• i. ........ j ......: .:..:. .. _.......... �! I ... . ... ........... ..... �:..�• 1.�. •.lj......:..L: .. .. — . :.. ..: �� $ — —cam / . . . . . . . . is ..; I CIiF y title • Co .. u� w� .. F i _ .. �e in RA a'se - - 5 _ -. .. � rid o�rave: .�: ;•• rifosd ' , .....:... • NIA CODE of , •ea'es•'ii CALIFOR 'z } e ..... ... .. � � Q Ire St REGULATIONS TITLE 25 .. .. •' ............ v•{, X, :.f...: Vie' av�cs AS AMENDED �,'!; f :C01'f1061QT1re REQUIREMENTS I ..s, _, .. .. .. ,.i$t�s.ty q ���1IC611ii16d> BY THE JURISDICTION APPLY : : / ,.... ,. �;....!�. : >^ .. ardattie r eots Y' ,.I ............... .....:......:.....:............................... TO THIS PROJECT !� ..;.. . .. I »...... .. .. .. .. .. .................. �• .. .. ............. . �. .. _ �..... }..............!... .. ... �.....:.....:. . i• .. •i•• i• ter: C rA... .. .... a. �� .....................:.. ....... . ..... . . . . . . . . . ........:.. .. �... - _ .... -: f. 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IS BUILDING ,............; ........ .......................................... . . . . . :.....:......:............... ..... rte. . . . . . . . . . . . . . . ................... .. .. . .. . . . . . . . . . . ... .. .. . .. .. ... . . . . . . . . . . . . ».. .:........ ... :....... ....._.. ............. � : CHOUNTYPUBLIC WORKSLAND E �.... `. �. '. ... DEVELOPMENT DIV. i�. . . . . .. . . . . . a 1: • • • • • • • • • • • • • • • .............................. .. .. .. ..................... ' •Y .. .. .. .. .. .. .. .. .. .�••_ •• .. .. .. y.. ............ :. : .. .. .. ..... ..... .... .... . . . . . ............: ... i. �. I ..... ...................... .. �.. `..... .. .. .. .. !. .... --- ;...: BUILDING i - - - `L _.. n PROVIDE MINIMUM DISTANCE : '" .. .. .. .. .. .. ..% •,?.�••� •}•••.�. PERMIT# �7- .....�.....:......:...:.:. :. FROM FOOTING OF STRUCTI_IRF_ :....... :...... ' .. .. i :y s 1 =• -, ..:. ASSESSOR'S FROM ALL PORTION I O F 5 F r ; ; . : i PARCEL#o.% Z O RIVATE SEWAGE_ DE .. .. — F P ••••%•••••• •• SYSTEM INCUDING SEPTIC............................ AND PITS.....................:..L.... - ti; . . . . . . : : : : TANK. EACH AREA ..... .. .>.,y `4+ -t---...;.. ,..t....;:.. ,.j,,:...:i.:.,;;�....i'. •.:..I. ..... - t !� � t ...................... ... - 's i� . . . . . . . . . . . t- i• ... .� — _ ... .......... ............ ............................................ .w.._............. Assessor's Parcel Number. © 0 Q — © 0 [Z] — 0 Owner Name 1gS Address /Phone No. 64&P El w goo d bricc_f, A6 Site Location oq n, I: �1) Contact ' Name /1" , 0) Phone - N OTE: PROPERTY OWNER IS RESPONSIBLE FOR DETERMINING LOCATIONS OF PROPERTY LINES AND EASEMENTS AND MAINTAINING REQUIRED SETBACKS FROM PROPERTY LINES AND EASEMENTS. A SURVEY MAY BE REQUIRED IF DETERMINED NECESSARY BY THE BUILDING OFFICIAL. THE zoo i CBC, cMc. cPc'�Y - — - •• Ppnvlrnr= Ff)RALL , --- 2004 CEC, AND 2005 • Zoning: CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE FILE COPY Generc JURISDICTION APPLY TO THIS PROJECT. j Size, ALA L - 4.00 J v v ' -- . FO LE COPY i OWNER A/ APN BP#_07 .f GENERAL NOTES: KEY NOTES: 1. SCHEDULE CONSTRUCTION ACTIVITIES OUTSIDE OF DEFINED RAINY SEASON TO REDUCE EROSION POTENTIAL. DEPLOY TEMPORARY 2-1 APPROXIMATE LOCATION OF PROPERTY LINE STORM EVENTS. EROSION BMP'S PRIOR TO FO2. APN: 065-171-032 DISTURBED AREAS AND SLOPES. PRESERVE EXISTING VEGE ATION.ST 2-2 PROVIDE FIBER ROLLS PER BUTTE COUNTY STANDARD 3. STABILIZE NON-ACTIVE AREAS AS SOON AS FEASIBLE AFTER THE CESSATION OF CONSTRUCTION ACTIVITIES. ROSEWOOD DRIVE ALONG DOWNHILL SIDE OF DISTURBED SOIL 4. APPLY PERMANENT EROSION CONTROL TO ALL REMAINING DISTURBED AREAS AT COMPLETION OF CONSTRUCTION. ♦ + + L 5. REFERENCE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) BMP HANDBOOK, FOR INSTALLATION INSTRUCTIONS. 2-3 PROPOSED STRUCTURE, TYP 6. SUFFICIENT QUANTITIES OF TEMPORARY SEDIMENT CONTROL MATERIALS SHOULD BE MAINTAINED ON-SITE THROUGHOUT THE + THE SYSTEM IS PUT BACK INTO OPERATION. IRRIGATION SYSTEM SHALL BE INSPECTED FOR COMPLETE COVERAGE AND DURATION OF THE PROJECT. 2-4 APPROX. LOCATION OF SOIL STOCKPILE; PROVIDE 7. IMPLEMENT TEMPORARY SEDIMENT CONTROLS AT THE DRAINING PERIMETER OF DISTURBED SOIL AREAS AND AT STORM DRAINS PLASTIC SHEETING AND SECURE W/ FIBER ROLLS DOWNSTREAM FROM DISTURBED AREAS. MAINTAIN DURING CONSTRUCTION. SEDIMENT STORAGE DEPTH, USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT 8. SWEEP OR VACUUM VISIBLE SEDIMENT TRACKING ON A DAILY BASIS; DO NOT FLUSH AREA WITH WATER. 2-5 PROVIDE 2" MIN. THICKNESS OF CLASS 11 AGGREGATE 9. INSPECT EROSION CONTROL MEASURES: PRIOR TO A FORECAST STORM, AFTER RAIN EVENT, AT 24-HOUR INTERVALS DURING A BASE AT STABILIZED DRIVE AS NECESSARY TO BRING RAIN EVENT, WEEKLY DURING THE RAINY SEASON, AND EVERY TWO WEEKS DURING NON -RAINY SEASON. 10. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED AT ALL TIMES TO REDUCE TRACKING OF MUD AND DIRT ONTO EXISTING DRIVE UP TO CODE REQUIREMENTS. PUBLIC ROADS. VERIFY EXISTING STABILIZED DRIVE IS AT LEAST 2" THICK OF GRAVEL. PROVIDE ADDITIONAL BASE AS NECESSARY. 2-6 PROVIDE STRAW MULCH FOLLOWED BY 11. INSPECT EROSION CONTROL APPLICATIONS PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN HYDROSEEDING PER BUTTE COUNTY EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. REQUIREMENTS OVER ANY DISTURBED SOIL. TYP 12. AREAS WHERE EROSION IS EVIDENT SHALL BE REPAIRED. STRAW MULCH AND HYDROSEED SHALL BE RE-APPLIED AS SOON AS 18. TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROLL. POSSIBLE CARE SHALL BE EXERCISED TO MINIMIZE THE DAMAGE TO PROTECTED AREAS WHILE MAKING REPAIRS AS ANY AREA k ' DAMAGED WILL REQUIRE RE-APPLICATION OF STRAW MULCH AND HYDROSEED. REPAIR OF REPLACE SPLIT, TORN, UNRAVELING, Site Address: , OR SLUMPING FIBER ROLLS. 6456 ELMWOOD DRIVE 13. REAPPLICATION OF STRAW MULCH AND TACKIFIER MAY BE REQUIRED TO MAINTAIN EFFECTIVE SOIL STABILIZATION OVER APN: 065-171-032 DISTURBED AREAS AND SLOPES. i # + + # ♦ . 14. WHERE SEEDS FAIL TO GERMINATE, OR THEY GERMINATE AND DIE, THE AREA MUST BE RE -SEEDED, FERTILIZED, AND MULCHED # ♦ # + ROSEWOOD DRIVE WITHIN THE PLANTING SEASON, USING NOT LESS THAN HALF THE ORIGINAL APPLICATION RATES. + + ♦ + + 15. IRRIGATION SYSTEMS, IF APPLICABLE, SHALL BE INSPECTED DAILY WHILE IN USE TO IDENTIFY SYSTEM MALFUNCTIONS AND LINEEL WOOD DRIVE BREAKS. WHEN LINE BREAKS ARE DETECTED, THE SYSTEM MUST BE SHUT DOWN IMMEDIATELY AND BREAKS REPAIRED BEFORE YHOLOLYWODWARDAVE + THE SYSTEM IS PUT BACK INTO OPERATION. IRRIGATION SYSTEM SHALL BE INSPECTED FOR COMPLETE COVERAGE AND r # ♦ . + + ADJUSTED AS NEEDED TO MAINTAIN COMPLETE COVERAGE. .♦«..++.♦..+ 16. SEDIMENT SHALL BE REMOVED FROM FIBER ROLLS WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNED SEDIMENT STORAGE DEPTH, USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT D GROUND SURFACE. SEDIMENT REMOVED DURING MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OR DISPOSED AT AN APPROPRIATE LOCATION. « + 17. LOCATE FIBER ROLLS ON LEVEL CONTOURS SPACED AS FOLLOWS: O SLOPE INCLINATION OF 4:1 (H:V) OR FLATTER: FIBER ROLLS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 20 FT. PERRio o SLOPE INCLINATION OF BETWEEN 4:1 AND 2:1 (H:V): FIBER ROLLS SHALL BE PLACED ATA MAXIMUM INTERVAL OF 15 FT. o SLOPE INCLINATION OF 2:1 (H:V) OR GREATER: FIBER ROLLS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 10 FT. 18. TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROLL. k 19. STAKE FIBER ROLLS INTO A 2 TO 4 IN. DEEP TRENCH WITH A WIDTH EQUAL TO THE DIAMETER OF THE FIBER ROLL. DRIVE STAKES e� AT THE END OF EACH FIBER ROLL AND SPACED 4 FT MAXIMUM ON CENTER. USE WOOD STAKES WITH A NOMINAL CLASSIFICATION OF 0.75 BY 0.75 IN. AND MINIMUM LENGTH OF 24 IN. 20. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHALL BE ABUTTED SECURELY TO ONE ANOTHER TO PROVIDE A TIGHT JOINT. LOCATION MAP 21. FIBER ROLLS ARE TYPICALLY LEFT IN PLACE. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION ♦ ♦ + ♦ + + r r ♦ AND FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT SCALE: N.T.S. GROUND. 22. APPLY STRAW MULCH AT A (MUM OF 4,000 LBACRE, EITHER BY MACHINE OR BY HANDDH LEGEND: FILL RILLS BEFORE PLACING THE STRAW MULCH BY OLLING WITTE 23. ROUGHEN EMBANKMENTS ANID A CRIMPING OR PUNCHING TYPE ROLLER OR BY TRAC K WALKING. - ), 24. EVENLY DISTRIBUTE STRAW MULCH ON THE SOIL SURFACE. 1 25. ANCHOR STRAW MULCH TO THE SOIL SURFACE BY "PUNCHING" IT INTO THE SOIL MECHANICALLY (INCORPORATING). EXISTING CONTOUR (2' INTERVAL) ALTERNATIVELY, USE A TACKIFIER TO ADHERE STRAW FIBERS. A TACKIFIER IS TYPICALLY APPLIED AT A RATE OF 125 LBIACRE. IN WINDY CONDITIONS, THE RATES ARE TYPICALLY 180 LB/ACRE.EXISTING VEGETATION 26. USE HYDROSEEDING IN CONJUNCTION WITH STRAW MULCH. STATE APPLICATION RATE/SEED MIXTURE ON PLANS. SUPPLEMENTAL + + + IRRIGATION MAY BE REQUIRED DURING DRY PERIODS. 1++ + + (DO NOT DISTURB) 27. HYDROSEEDING MIXTURES SHALL CONFORM TO THE FEDERAL SEED ACT, THE FEDERAL NOXIOUS WEED ACT, AND APPLICABLE STATE AND LOCAL SEED AND NOXIOUS WEED LAWS. g 28. AVOID USE OF HYDROSEEDING IN AREAS WHERE IT WOULD BE INCOMPATIBLE WITH FUTURE EARTHWORK ACTIVITIES AND WOULD PROPOSED STRUCTURE HAVE TO BE REMOVED. 29. HYDROSEEDING CAN BE APPLIED PRIOR TO STRAW MULCH OR IN A MIXTURE OF FIBER SEED ETC APPLICATION PRIOR TO STRAW I • N o 2-5 + r + r r r ♦ + + + r + r. ♦ ♦ « ♦ + i # + + # ♦ . . + # ♦ # + + + ♦ + + ♦ # # + + + + + ++# + r # ♦ . + + .♦«..++.♦..+ « + 2 O ♦ ♦ + ♦ + + r r ♦ ♦ + ♦ + + + + # . ♦ ♦ r . . + . . . ..... + + + -�,. is v .•�,`_ + ♦ « # ♦ ♦ # i # ♦ # # ,« , + « . + # . i « . . # # . # . . . + + . + . . + . 2-3 + . r ... ♦ / / / / / / / / ........ . «++.++++ ♦ . « + . . ......... . . . # # # . # + + + + . . + . + + + . # . . « . ♦ + + ♦ ♦ ♦ + + ♦ + . + + +++ / / / / / . ++++++++ . r . . . . r . # ♦ + # + ♦ + + ♦ # I I I / / I / + + . . + + + + r + ++++++ +` . .+ + +++++ + + + . . . + + +err+#+♦+r+♦+#/ I I I / / / + + +++++++++ / / / / / / / / / + + # ♦ r + + . ++++ / / / / / ♦ + + ♦ + ♦ + ♦ ♦ . + + 20 # ♦ / / / + ♦r♦+ ♦ + ♦ +++++++++++ ++ ## ♦+♦ . .. + + +# + . + .#. .+.....#. . # +«..+ .+♦....«++..../ . . rr2-2 / / / / / / . + +++ . . «..«+ + ♦ . . + + . . . i . . ♦ + + « . . . . . . . . + . + . . « + a8+.♦++ . . . . + + . . . . . r . . . . ♦ +... ♦ . . . . # # +++.++ «. «+ « . « . ♦ . . « ♦ . . ♦ . . . . # . # . . . . « « ♦ . r . . . .«... . . . . . . . . . # . . . . . . . ♦.. . . « ♦ ♦ ♦ ♦ . . ♦ . # r . + . . « . . + #+ ♦+ r r r . r + « «+« « + # r # r ...+«.....r.. # # # . + + + . + + . . . # . + . r # . + . . . . . r + r + . r + . + . # # ♦ # + + . . . . + . . ♦ . . r## r + ♦ ♦ + + ♦ r + + + ♦ . # # + r + . . . + ♦ . ♦ # + . # + . + MULCH ENSURES MAXIMUM DIRECT CONTACT OF THE SEEDS TO THE SOIL. IF SEED IS APPLIED IN A MIXTURE, INCREASE THE SEED RATE TO COMPENSATE FOR ALL SEEDS NOT HAVING DIRECT CONTACT WITH THE SOIL. I I I PROVIDE STRAW MULCH OVER 30. PRIOR TO APPLICATION, ROUGHEN THE AREA TO BE SEEDED WITH THE FURROWS TRENDING ALONG THE CONTOURS., ENTIRE Di7TURBED AREA 31. EACH SEED BAG SHALL BE DELIVERED TO THE SITE SEALED AND CLEARLY MARKED AS TO SPECIES, PURITY, PERCENT FOLLOW WITH HYDROSEED. GERMINATION, DEALER'S GUARANTEE, AND DATES OF TEST. THE CONTAINER SHALL BE LABELED TO CLEARLY REFLECT THE PER BUTTE= COUNTY SPEC. AMOUNT OF PURE LIVE SEED (PLS) CONTAINED. ALL LEGUME SEED SHALL BE PELLET INOCULATED. INOCULANT SOURCES SHALL l�%ETEY�i� LO BE SPECIES SPECIFIC AND SHALL BE APPLIED AT A RATE OF 2 LB OF INOCULANT PER 100 LB SEED. •• 32. COMMERCIAL FERTILIZER SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA FOOD AND AGRICULTURAL CODE. ':'.:, � •: �� ; EXISTING hRAVEL DRIVEWAY FERTILIZER SHALL B P GRAPHIC SCALE 30 0 15 30 60 (/N FEET) CALL BEFORE YOU DIG 1 /NCH = 30 FT. 48 HOURS CALL"USA"TOLL FREE 1-800-227-2600 US UNDERGROUND SERVICE ALERT E FLEETED OR GRANULAR FORM. 33. FOLLOW UP APPLICATION SHALL BE MADE AS NEEDED TO COVER WEAK SPOTS AND TO MAINTAIN ADEQUATE SOIL PROTECTION. 34. AVOID OVER SPRAY ONTO ROADS, SIDEWALKS, DRAINAGE CHANNELS, EXISTING VEGETATION, ETC. MIN 8" O FIBER ROLLS 35. CONSTRUCTION SITE EROSION CONTROLSFOREROSION CONTROLBEGIN AS PROVEOON ENTPOSSIBLE. PER BUTTE COUNTYWITHINTHEPERODOFN NOVEMBER APRHIS Paradise/Magalia/Firhaven Watershed Protection CONSTRUCTION SITE IS SUITABLE FOR EROSION CONTROL IMPROVEMENTS WITHIN THE PERIOD OF NOVEMBER 15th TO APRIL 1st. O QROFE SS/0N FSG' 7D Z w C58//87 m * ' EXP./ f•. sTgTFI OF D FOR: PREPARERedline Installations CLARKS M 2485 Notre Dame Blvd., #370-181 EROSION CONTROL PLAN M. Clarke , Chico, CA 95928 13407 Garner Lane (PHONE) 530-893-3444 Ron Miles Residence Phone: 891-6719 DRAWN BY DRAWING NO. Engineering (FAX) 530-893-3425 6456 Elmwood Drive Oct. 11, 2007 Chico, CA 95973 Magalia, CA 95954-9335 RCE 58872, LS 8370 DATE PROJECT NO. . • • a X307 - /ritlS rl GENERAL NOTES: A D 0 KEY NOTES: i- 1. 1. SCHEDULE CONSTRUCTION ACTIVITIES OUTSIDE OF DEFINED RAINY SEASON TO REDUCE EROSION POTENTIAL. DEPLOY TEMPORARY 2-1 APPROXIMATE LOCATION OF PROPERTY LINE o CDo EROSION BMP'S PRIOR TO FORECAST STORM EVENTS. rn OD 2. PRESERVE EXISTING VEGETATION. 2-2 PROVIDE FIBER ROLLS PER BUTTE COUNTY STANDARD 2-6 3. STABILIZE NON-ACTIVE AREAS AS SOON AS FEASIBLE AFTER THE CESSATION OF CONSTRUCTION ACTIVITIES. ALONG DOWNHILL SIDE OF DISTURBED SOIL 4. APPLY PERMANENT EROSION CONTROL TO ALL REMAINING DISTURBED AREAS AT COMPLETION OF CONSTRUCTION, 5. REFERENCE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) BMP HANDBOOK, FOR INSTALLATION INSTRUCTIONS. 2-3 PROPOSED STRUCTURE, TYP+++++++++++++ • + + + + + + + + + + + + + . • + + + 6. SUFFICIENT QUANTITIES OF TEMPORARY SEDIMENT CONTROL MATERIALS SHOULD BE MAINTAINED ON-SITE THROUGHOUT THE + + + + • « « + +++++++++++++++ + r + + + + • + • + + + + + + « « • • • « • r DURATIONOF THE PROJECT. 2-4 APPROX. LOCATION OF SOIL STOCKPILE; PROVIDE 4 + + + + + + ♦ r + + . . + + + i + i + + + + • + i + + , , , , , +«`+++++++++ + 7. IMPLEMENT TEMPORARY SEDIMENT CONTROLS AT THE DRAINING PERIMETER OF DISTURBED SOIL AREAS AND AT STORM DRAINS +•+++++++++++++++ +++♦+++++++++ DOWNSTREAM FROM DISTURBED AREAS. MAINTAIN DURING CONSTRUCTION. PLASTIC SHEETING AND SECURE W/ FIBER ROLLS j 0Q + + + « . r . + + + + + + + .. + + + . + + + . + . • + + + ♦ ♦ / ♦ ♦ i + + + + i . + + +++++++ 8. SWEEP OR VACUUM VISIBLE SEDIMENT TRACKING ON A DAILY BASIS; DO NOT FLUSH AREA WITH WATER. 2 5 PROVIDE 2"MIN. THICKNESS OF CLASS II AGGREGATE + ♦ + + • « « + + + « + + ♦ + • + ♦ + + « + . + + . « + + « « r . + + + + + + + 9. INSPECT EROSION CONTROL MEASURES: PRIOR TO A FORECAST STORM, AFTER RAIN EVENT, AT 24-HOUR INTERVALS DURING A BASE AT STABILIZED DRIVE AS NECESSARY TO BRING ♦ ♦ ♦ + + + r ♦ ♦ + + ♦ + + °:' + . . i . . + . + • . + RAIN EVENT, WEEKLY DURING THE RAINY SEASON, AND EVERY TWO WEEKS DURING NON -RAINY SEASON. •'�• .,'<'': + « ♦ • • • . + + + + + • « + . + + . + . + 10. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED AT ALL TIMES TO REDUCE TRACKING OF MUD AND DIRT ONTO EXISTING DRIVE UP TO CODE REQUIREMENTS. :F: r.+•; �,.'.: ' " PUBLIC ROADS. VERIFY EXISTING STABILIZED DRIVE IS AT LEAST 2" THICK OF GRAVEL. PROVIDE ADDITIONAL BASE AS NECESSARY. 2-6 PROVIDE STRAW MULCH FOLLOWED BY �:- , , , , . . . . . . . . . + . %= ::: 'r :• �: �' y `4,1, j • • +«+.++. •*.+ + 11. INSPECT EROSION CONTROL APPLICATIONS PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN HYDROSEEDING PER BUTTE COUNTY ;;:- ♦+r ` i + + +++++++++++++++++ + . .. . `+ EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. REQUIREMENTS OVER ANY DISTURBED SOIL. TYP 2_3 . . . . . . • . r + + + + + + + ♦ ♦ / / ♦ ♦ / ♦ + + + + + • + • + + . ♦ r + . + ... + + . + . + . 12. AREAS WHERE EROSION IS EVIDENT SHALL BE REPAIRED. STRAW MULCH AND HYDROSEED SHALL BE RE-APPLIED AS SOON AS + + + + . + r r + . . + + + POSSIBLE. CARE SHALL BE EXERCISED TO MINIMIZE THE DAMAGE TO PROTECTED AREAS WHILE MAKING REPAIRS, AS ANY AREA ♦ « + ♦ / / ♦ ♦ ♦ ♦ + + « « ♦ + + + • • + + + + DAMAGED WILL REQUIRE RE-APPLICATION OF STRAW MULCH AND HYDROSEED. REPAIR OF REPLACE SPLIT, TORN, UNRAVELING, Site Address: « + . + « + . + . + . . + . i . i « + + • • � / / « + + + . + OR LUMPING FIBER ROLLS. 6456 ELMWOOD DRIVE . + • • . . . . . + . . , , , , ,+ + + + . + 13. REAPPLICATION OF STRAW MULCH AND TACKIFIER MAY BE REQUIRED TO MAINTAIN EFFECTIVE SOIL STABILIZATION OVER APN: 065-171-032 2-4 • ++*.++`+`•+•+•+ +i +++++`«4 DISTURBED AREAS AND SLOPES. + + / I / I / / / • • + +++++++,+++++ 14. HERE SEEDS FAIL TO GERMINATE, OR THEY GERMINATE AND DIE, THE AREA MUST BE RE -SEEDED, FERTILIZED, AND MULCHED ROSEWOOD DRIVE r+ +. ir i+ .+ ++ + + « r r + WITHIN THE PLANTING SEASON, USING NOT LESS THAN HALF THE ORIGINAL APPLICATION RATES. Z `r `+`+`+`. `+ / ♦ / ♦ «+• 15. IRRIGATION SYSTEMS, IF APPLICABLE, SHALL BE INSPECTED DAILY WHILE IN USE TO IDENTIFY SYSTEM MALFUNCTIONS AND LINEYHOLOL EL WOOD DRIVE W 02 > r ♦ + + + + + + + BREAKS. WHEN LINE BREAKS ARE DETECTED, THE SYSTEM MUST BE SHUT DOWN IMMEDIATELY AND BREAKS REPAIRED BEFORE + . + + + • r I / / / I / / THE SYSTEM IS PUT BACK INTO OPERATION. IRRIGATION SYSTEM SHALL BE INSPECTED FOR COMPLETE COVERAGE AND D • *++'+`+«+ , , , , , , ♦ + ADJUSTED AS NEEDED TO MAINTAIN COMPLETE COVERAGE. DWARDAVE +� + ++++++++ 16. SEDIMENT SHALL BE REMOVED FROM FIBER ROLLS WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNED _1'+++++ =---..-'+++++++++ + ♦ / / * * ` ++ `+`+ SEDIMENT STORAGE DEPTH, USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT YWO D +++`+`+`+ + « « + GROUND SURFACE. SEDIMENT REMOVED DURING MAINTENANCE MAYBE INCORPORATED INTO EARTHWORK ON THE SITE OR (p3:j 00 + ++ * + ++ ++ +� +++++ DISPOSED AT AN APPROPRIATE LOCATION. � + + . + + + + • + 17. LOCATE FIBER ROLLS ON LEVEL CONTOURS SPACED AS FOLLOWS: y J ` +`+`+`+`+`+` `+`+ / / ♦ + O SLOPE INCLINATION OF 4:1 (H:V) OR FLATTER: FIBER ROLLS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 20 FT. PERRY ROAD W +` `+`+`+`+`•`+`+ `+++ ♦ ♦ / / ♦ ♦ / / / + o LOPE INCLINATION OF BETWEEN 4:1 AND 2:1 (H:V): FIBER ROLLS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 15 FT. W � 2_2 ++++. . « + + + . + + ++ + + « • . . + + + o SLOPE INCLINATION OF 2:1 (H:V) OR GREATER: FIBER ROLLS SHALL BE PLACED ATA MAXIMUM INTERVAL OF 10 FT. ♦ + + . . . r + . . . ♦ ♦ / ♦ / / / r «`+• ♦ + + + + i + 18. TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROLL. o + . . . . . . ♦ . r + • • + + + ` ` ` • ` ` ♦ ♦ ♦ ♦ / / / ♦ + . . . . . • r i + . + + . + + . . + . + + . . r + 19. STAKE FIBER ROLLS INTO A 2 TO 4 IN. DEEP TRENCH WITH A WIDTH EQUAL TO THE DIAMETER OF THE FIBER ROLL. DRIVE STAKES p g 8 + + + + . + « + « + . + + L / / / ♦ + . + + + + . + + AT THE END OF EACH FIBER ROLL AND SPACED 4 FT MAXIMUM ON CENTER. USE WOOD STAKES WITH A NOMINAL CLASSIFICATION + + + + + r + « . + . . « . + « + + . + r + + + + + ++++++ OF 0.75 BY 0.75 IN. AND MINIMUM LENGTH OF 24 IN. + ♦ • ++++ + + +.++ ♦ . • i . 4 . ++++ ♦ . . . ♦ + « + « . « . + + « • + . + ♦ « + + + + . r . r « ........ 20. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHALL BE ABUTTED SECURELY TO ONE ANOTHER TO PROVIDE A 7+++++ + + +++ « + « « + + + + + + • + • + • . + • + r . + + TIGHT JOINT. LOCATION MAP ..i«rr +.i+.• .++i+.i«.+«+++++++++r♦+ ♦ « + + + �++++ + • r r + + + + + • • • • + + + + + 21. FIBER ROLLS ARE TYPICALLY LEFT IN PLACE. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION +++++++ . + . + + + + + r + + + + + + • • • .......... + • + + + . + . + AND FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT SCALE: N.T.S. GROUND. 22. APPLY STRAW MULCH AT A MINIMUM RATE OF 4,000 LB/ACRE, EITHER BY MACHINE OR BY HAND DISTRIBUTION. 23. ROUGHEN EMBANKMENTS AND FILL RILLS BEFORE PLACING THE STRAW MULCH BY ROLLING WITH A CRIMPING OR PUNCHING TYPE ROLLER OR BY TRACK WALKING. LEGEND: -- GRAPHIC SCALE 24. EVENLY DISTRIBUTE STRAW MULCH ON THE SOIL SURFACE. 3O O %S 3O BO 25. ANCHOR STRAW MULCH TO THE SOIL SURFACE BY "PUNCHING" IT INTO THE SOIL MECHANICALLY (INCORPORATING). EXISTING CONTOUR (2' INTERVAL) ALTERNATIVELY, USE A TACKIFIER TO ADHERE STRAW FIBERS. A TACKIFIER IS TYPICALLY APPLIED AT A RATE OF 125 LB/ACRE. IN WINDY CONDITIONS, THE RATES ARE TYPICALLY 180 LB/ACRE. 26. USE HYDROSEEDING IN CONJUNCTION WITH STRAW MULCH. STATE APPLICATION RATE/SEED MIXTURE ON PLANS. SUPPLEMENTAL + + + EXISTING VEGETATION IRRIGATION MAY BE REQUIRED DURING DRY PERIODS. + + + + (DO NOT DISTURB) (IN FEET) 27. HYDROSEEDING MIXTURES SHALL CONFORM TO THE FEDERAL SEED ACT, THE FEDERAL NOXIOUS WEED ACT, AND APPLICABLE STATE N LOCAL SEED AND NOXIOUS WEED LAWS. CALL BEFORE YOU DIG - 28. AVOID USE OF HYDROSEEDING IN AREAS WHERE IT WOULD BE INCOMPATIBLE WITH FUTURE EARTHWORK ACTIVITIES AND WOULD PROPOSED STRUCTURE 48 HOURS HAVE TO BE REMOVED. CALL "USA" TOLL FREE 29. HYDROSEEDING CAN BE APPLIED PRIOR TO STRAW MULCH OR IN A MIXTURE OF FIBER, SEED, ETC. APPLICATION PRIOR TO STRAW 1-800-227-2600 MULCH ENSURES MAXIMUM DIRECT CONTACT OF THE SEEDS TO THE SOIL. IF SEED IS APPLIED IN A MIXTURE, INCREASE THE SEED C58 SS/0 RATE TO COMPENSATE FOR ALL SEEDS NOT HAVING DIRECT CONTACT WITH THE SOIL. / PROVIDE STRAW MULCH OVER Ny30. PRIOR TO APPLICATION, ROUGHEN THE AREA TO BE SEEDED WITH THE FURROWS TRENDING ALONG THE CONTOURS. ENTIRE DISTURBED AREA B.31. EACH SEED BAG SHALL BE DELIVERED TO THE SITE SEALED AND CLEARLY MARKED AS TO SPECIES, PURITY, PERCENT ♦ ♦ FOLLOW WITH HYDROSEED. GS 9';�2�GERMINATION, DEALER'S GUARANTEE, AND DATES OF TEST. THE CONTAINER SHALL BE LABELED TO CLEARLY REFLECT THEPER BUTT COUNTY SPEC.zAMOUNT OF PURE LIVE SEED (PLS) CONTAINED. ALL LEGUME SEED SHALL BE PELLET INOCULATED. INOCULANT SOURCES SHALL 87 r^BE SPECIES SPECIFIC AND SHALL BE APPLIED AT A RATE OF 2 LB OF INOCULANT PER 100 LB SEED. , c ?: ZkV1F-Dric11,L r �..I.v6- 17Si�M r*132. COMMERCIAL FERTILIZER SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA FOOD AND AGRICULTURAL CODE. :';:;' `' �; EXISTING GRAVEL DRIVEWAY UNDERGROUND SERVICE ALERT G�FERTILIZER SHALL BE PELLETED OR GRANULAR FORM.33. FOLLOW UP APPLICATION SHALL BE MADE AS NEEDED TO COVER WEAK SPOTS AND TO MAINTAIN ADEQUATE SOIL PROTECTION.\� Q34. AVOID OVER SPRAY ONTO ROADS, SIDEWALKS, DRAINAGE CHANNELS, EXISTING VEGETATION, ETC.35. CONSTRUCTION OF EROSION CONTROLS SHOULD BEGIN AS SOON AS POSSIBLE. PER BUTTE COUNTY REQUIREMENTS, THIS MIN 8" 0 FIBER ROLLS CONSTRUCTION SITE IS SUITABLE FOR EROSION CONTROL IMPROVEMENTS WITHIN THE PERIOD OF NOVEMBER 15th TO APRIL 1st. Paradise/Magalia/Firhaven Watershed Protection D FOR: PREPAREReIJIIne Installations M. Clarke C LAR K E M 2485 Notre Dame Blvd., #370-181 ' . Chico, CA 95928 EROSION CONTROL PLAN ` Ron Miles Residence Phone: 891-6719 DRAWN BY DRAWING NO. 407 Garner Lane Engineering (FAX) 530 893 3425444 6456 Elmwood Drive Chico, CA 95973 Oct. 11, 2007 RCE 58872, LS 8370 Magalia, CA 95954-9335 DATE PROJECT NO. GENERAL NOTES: 0 KEY NOTES: 1. SCHEDULE CONSTRUCTION ACTIVITIES OUTSIDE OF DEFINED RAINY SEASON TO REDUCE EROSION POTENTIAL. DEPLOY TEMPORARY 2-1 APPROXIMATE LOCATION OF PROPERTY LINE EROSION BMP'S PRIOR TO FO 2. PRESERVE EXISTING VEGE ATION.ST STORM EVENTS. 2-2 PROVIDE FIBER ROLLS PER BUTTE COUNTY STANDARD 3. STABILIZE NON-ACTIVE AREAS AS SOON AS FEASIBLE AFTER THE CESSATION OF CONSTRUCTION ACTIVITIES. « + « + ♦ + + r r + r ALONG DOWNHILL SIDE OF DISTURBED SOIL 4. APPLY PERMANENT EROSION CONTROL TO ALL REMAINING DISTURBED AREAS AT COMPLETION OF CONSTRUCTION. t 5. REFERENCE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) BMP HANDBOOK, FOR INSTALLATION INSTRUCTIONS. 2-3 PROPOSED STRUCTURE, TYP 6. SUFFICIENT QUANTITIES OF TEMPORARY SEDIMENT CONTROL MATERIALS SHOULD BE MAINTAINED ON-SITE THROUGHOUT THE IRRIGATION MAY BE REQUIRED DURING DRY PERIODS. DURATION OF THE PROJECT. 2-4 APPROX. LOCATION OF SOIL STOCKPILE; PROVIDE 7. IMPLEMENT TEMPORARY SEDIMENT CONTROLS AT THE DRAINING PERIMETER OF DISTURBED SOIL AREAS AND AT STORM DRAINS PLASTIC SHEETING AND SECURE W/ FIBER ROLLS DOWNSTREAM FROM DISTURBED AREAS. MAINTAIN DURING CONSTRUCTION. + + + + + + 8. SWEEP OR VACUUM VISIBLE SEDIMENT TRACKING ON A DAILY BASIS; DO NOT FLUSH AREA WITH WATER. 2-5 PROVIDE 2" MIN. THICKNESS OF CLASS II AGGREGATE 9. INSPECT EROSION CONTROL MEASURES: PRIOR TO A FORECAST STORM, AFTER RAIN EVENT, AT 24-HOUR INTERVALS DURING A BASE AT STABILIZED DRIVE AS NECESSARY TO BRING RAIN EVENT, WEEKLY DURING THE RAINY SEASON, AND EVERY TWO WEEKS DURING NON -RAINY SEASON. 10. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED AT ALL TIMES TO REDUCE TRACKING OF MUD AND DIRT ONTO EXISTING DRIVE UP TO CODE REQUIREMENTS. PUBLIC ROADS. VERIFY EXISTING STABILIZED DRIVE IS AT LEAST 2" THICK OF GRAVEL. PROVIDE ADDITIONAL BASE AS NECESSARY. 2-6 PROVIDE STRAW MULCH FOLLOWED BY 11. INSPECT EROSION CONTROL APPLICATIONS PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN RATE TO COMPENSATE FOR ALL SEEDS NOT HAVING DIRECT CONTACT WITH THE SOIL. HYDROSEEDING PER BUTTE COUNTY EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. PROVIDE STRAW MULCH OVER REQUIREMENTS OVER ANY DISTURBED SOIL. TYP 12. AREAS WHERE EROSION IS EVIDENT SHALL BE REPAIRED. STRAW MULCH AND HYDROSEED SHALL BE RE-APPLIED AS SOON AS ENTIRE DISTURBED AREA POSSIBLE. CARE SHALL BE EXERCISED TO MINIMIZE THE DAMAGE TO PROTECTED AREAS WHILE MAKING REPAIRS, AS ANY AREA DAMAGED WILL REQUIRE RE-APPLICATION OF STRAW MULCH AND HYDROSEED. REPAIR OF REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. 13. REAPPLICATION OF STRAW MULCH AND TACKIFIER MAY BE REQUIRED TO MAINTAIN EFFECTIVE SOIL STABILIZATION OVER DISTURBED AREAS AND SLOPES. 14. WHERE SEEDS FAIL TO GERMINATE, OR THEY GERMINATE AND DIE, THE AREA MUST BE RE -SEEDED, FERTILIZED, AND MULCHED WITHIN THE PLANTING SEASON, USING NOT LESS THAN HALF THE ORIGINAL APPLICATION RATES. 15. IRRIGATION SYSTEMS, IF APPLICABLE, SHALL BE INSPECTED DAILY WHILE IN USE TO IDENTIFY SYSTEM MALFUNCTIONS AND LINE BREAKS. WHEN LINE BREAKS ARE DETECTED, THE SYSTEM MUST BE SHUT DOWN IMMEDIATELY AND BREAKS REPAIRED BEFORE THE SYSTEM IS PUT BACK INTO OPERATION. IRRIGATION SYSTEM SHALL BE INSPECTED FOR COMPLETE COVERAGE AND ADJUSTED AS NEEDED TO MAINTAIN COMPLETE COVERAGE. 16. SEDIMENT SHALL BE REMOVED FROM FIBER ROLLS WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNED SEDIMENT STORAGE DEPTH, USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED DURING MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OR DISPOSED AT AN APPROPRIATE LOCATION. 17. LOCATE FIBER ROLLS ON LEVEL CONTOURS SPACED AS FOLLOWS: o SLOPE INCLINATION OF 4:1 (H:V) OR FLATTER: FIBER ROLLS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 20 FT. o SLOPE INCLINATION OF BETWEEN 4:1 AND 2:1 (H:V): FIBER ROLLS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 15 FT. o SLOPE INCLINATION OF 2:1 (H:V) OR GREATER: FIBER ROLLS SHALL BE PLACED ATA MAXIMUM INTERVAL OF 10 FT. 18. TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROLL. 19. STAKE FIBER ROLLS INTO A 2 TO 4 IN. DEEP TRENCH WITH A WIDTH EQUAL TO THE DIAMETER OF THE FIBER ROLL. DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4 FT MAXIMUM ON CENTER. USE WOOD STAKES WITH A NOMINAL CLASSIFICATION OF 0.75 BY 0.75 IN. AND MINIMUM LENGTH OF 24 IN. 20. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW THE ROLLS SHALL BE ABUTTED SECURELY TO ONE ANOTHER TO PROVIDE A ROSEWOOD DRIVE TIGHT JOINT. LOCATION MAP 21. FIBER ROLLS ARE TYPICALLY LEFT IN PLACE. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION SCALE: N.T.S. AND FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. RtlF'ar 7'- d6tai/s in P/4/►5. 22. APPLY STRAW MULCH AT A TE OF 4,000 LB/ACRE, EITHER BY MACHINE OR BY HAND 23. ROUGHENEMBANKMENTS ANID (MUM FILL R LLS BEFORE PLACING THE STRAW MULCH BY ROLLING WITDH A CRIMPING TOR PUNCHING TYPE LEGEND: ROLLER OR BY TRACK WALKING. 24. EVENLY DISTRIBUTE STRAW MULCH ON THE SOIL SURFACE. N 0 rn 2-6 2-5 + + r r + + + + r r # +++++«+ ++ . + + + + ++++ ALTERNATIVELY, USE A TACKIFIER TO ADHERE STRAW FIBERS. A TACKIFIER IS TYPICALLY APPLIED AT A RATE OF 125 LB/ACRE. IN « + « + ♦ + + r r + r + + + WINDY CONDITIONS, THE RATES ARE TYPICALLY 180 LB/ACRE.EXISTING t VEGETATION 26. USE HYDROSEEDING IN CONJUNCTION WITH STRAW MULCH. STATE APPLICATION RATE/SEED MIXTURE ON PLANS. SUPPLEMENTAL + + + IRRIGATION MAY BE REQUIRED DURING DRY PERIODS. 10q ++++.+++♦++++`++++ (DO NOT DISTURB) 27. HYDROSEEDING MIXTURES SHALL CONFORM TO THE FEDERAL SEED ACT, THE FEDERAL NOXIOUS WEED ACT, AND APPLICABLE + + + + + + 28. AVOID USE OF HYDROSEEDING IN AREAS WHERE IT WOULD BE INCOMPATIBLE WITH FUTURE EARTHWORK ACTIVITIES AND WOULD PROPOSED STRUCTURE+ HAVE TO REMOVED. 29. HYDROSEEDING CAN BE APPLIED PRIOR TO STRAW MULCH OR IN A MIXTURE OF FIBER, SEED, ETC. APPLICATION PRIOR TO STRAW , 'ZIn �fe lly 71/1� MULCH ENSURES MAXIMUM DIRECT CONTACT OF THE SEEDS TO THE SOIL. IF SEED IS APPLIED IN A MIXTURE, INCREASE THE SEED 2-2 98 Pans.) yee /--at- i,e "44f 25. ANCHOR STRAW MULCH TO THE SOIL SURFACE BY PUNCHING" IT INTO THE SOIL MECHANICALLY (INCORPORATING). CALL BEFORE YOU DIG EXISTING CONTOUR (2' INTERVAL) ALTERNATIVELY, USE A TACKIFIER TO ADHERE STRAW FIBERS. A TACKIFIER IS TYPICALLY APPLIED AT A RATE OF 125 LB/ACRE. IN CALL "USA" TOLL FREE 1-800-227-2600 WINDY CONDITIONS, THE RATES ARE TYPICALLY 180 LB/ACRE.EXISTING t VEGETATION 26. USE HYDROSEEDING IN CONJUNCTION WITH STRAW MULCH. STATE APPLICATION RATE/SEED MIXTURE ON PLANS. SUPPLEMENTAL + + + IRRIGATION MAY BE REQUIRED DURING DRY PERIODS. + + + + (DO NOT DISTURB) 27. HYDROSEEDING MIXTURES SHALL CONFORM TO THE FEDERAL SEED ACT, THE FEDERAL NOXIOUS WEED ACT, AND APPLICABLE STATE AND LOCAL SEED AND NOXIOUS WEED LAWS. 28. AVOID USE OF HYDROSEEDING IN AREAS WHERE IT WOULD BE INCOMPATIBLE WITH FUTURE EARTHWORK ACTIVITIES AND WOULD PROPOSED STRUCTURE+ HAVE TO REMOVED. 29. HYDROSEEDING CAN BE APPLIED PRIOR TO STRAW MULCH OR IN A MIXTURE OF FIBER, SEED, ETC. APPLICATION PRIOR TO STRAW , 'ZIn �fe lly 71/1� MULCH ENSURES MAXIMUM DIRECT CONTACT OF THE SEEDS TO THE SOIL. IF SEED IS APPLIED IN A MIXTURE, INCREASE THE SEED jai RATE TO COMPENSATE FOR ALL SEEDS NOT HAVING DIRECT CONTACT WITH THE SOIL. ♦ 0 0 PROVIDE STRAW MULCH OVER 30. PRIOR TO APPLICATION, ROUGHEN THE AREA TO BE SEEDED WITH THE FURROWS TRENDING ALONG THE CONTOURS./ ENTIRE DISTURBED AREA 31. EACH SEED BAG SHALL BE DELIVERED TO THE SITE SEALED AND CLEARLY MARKED AS TO SPECIES, PURITY, PERCENT FOLLOW WITH HYDROSEED. GERMINATION, DEALER'S GUARANTEE, AND DATES OF TEST. THE CONTAINER SHALL BE LABELED TO CLEARLY REFLECT THE PER BUTTE COUNTY SPEC. AMOUNT OF PURE LIVE SEED (PLS) CONTAINED. ALL LEGUME SEED SHALL BE PELLET INOCULATED. INOCULANT SOURCES SHALL BE SPECIES SPECIFIC AND SHALL BE APPLIED AT A RATE OF 2 LB OF INOCULANT PER 100 LB SEED. 32. COMMERCIAL FERTILIZER SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA FOOD AND AGRICULTURAL CODE ".:. EXISTING GRAVEL DRIVEWAY FERTILIZER SHALL BE PELLETED OR GRANULAR FORM. 33. FOLLOW UP APPLICATION SHALL BE MADE AS NEEDED TO COVER WEAK SPOTS AND TO MAINTAIN ADEQUATE SOIL PROTECTION. 34. AVOID OVER SPRAY ONTO ROADS, SIDEWALKS, DRAINAGE CHANNELS, EXISTING VEGETATION, ETC. MIN 8" rd FIBER ROLLS 35. CONSTRUCTION OF EROSION CONTROLS SHOULD BEGIN AS SOON AS POSSIBLE. PER BUTTE COUNTY REQUIREMENTS, THIS CONSTRUCTION SITE IS SUITABLE FOR EROSION CONTROL IMPROVEMENTS WITHIN THE PERIOD OF NOVEMBER 15th TO APRIL 1st. �2BCEIVED COUNTY OF BUTTE 0 AND DEIWPMENT DIV. CD 0 o . ♦ + . « . + . # . # . .... ♦ ♦ « . . + + # # + ♦ . # # ♦ + + ♦ . + . . . + . # + . ♦ . + ♦ . ♦ . # . # + . . . ♦ .. + + ♦ ♦ + + ♦ + . r ♦ + + ♦ i ♦ + + . # . ♦ . + + + . + . ♦ ♦ . 4 ♦ + . # . + + + . + + # + + ♦ . . ♦ . . . + + . + ♦ . « . . . . # . ♦ . + .. .. .. . . . 0 0 0 0 0♦ r + + . ♦ ♦ ♦ + . + ... .. . , . . + . + ♦ + + + + ♦ + . . ♦ , . . ♦ ♦ ♦ + . ♦ . . + + + + + . + / / / / / / / / + . ♦ + . . + . . + + ♦ ♦ . . ♦ . + + ♦ ♦ + ♦ ♦ + + . . + + ♦ + + . i . ♦ ♦ . ♦ / / + . ♦ + r . . ♦ + . ♦ . + . . ♦ + + . + + ♦ + ♦ ♦ + . . . / I / / I / / + ♦ . ♦ . ♦ . I I / I I I I I . ♦ + + + . + ♦ + f + + r ++++++ +. + « ♦ . ♦ . . « ♦..+. + + ♦ . . . + + r + + + + + + # + I I I I I I I I / + ++ f + ♦ + ♦ ♦ + + + r + # r + + + # # + # # + + + f + + + + i . . + . + ++ + « +++++++++ ♦♦+ +♦#♦+ # ♦ + / / / / / / / / +++++++ ♦♦ ♦ + ♦ + ♦ ♦ # ♦ ♦ ♦ r # ♦ + + # ♦ ♦ ♦ # « + « + + + ♦ ♦ + ♦ ♦ ♦ + + I I / I ♦ ♦ ♦ ♦ + + ♦ ♦ + ♦ + « +♦ + ++ ♦ # + ♦ ♦ ♦ ♦ + + + r ♦ + ♦ + + « # + # # # # # # ♦ 4 ♦ ♦ # # ♦ ♦ + # « ♦ + +# ♦ # # # ♦ ♦ ♦ ♦ ♦ + f + + # + . . i . . +. . + . . . # . . # . . . i . . + + . # ..# .i+.#.... + . + . . + + . . # ##+#+ #.+ . +....#.. ♦ . . . i ♦ ♦ . ♦ i + r♦.+. #..+.♦r.. + ♦ . + + ♦ + + . + + + + . + . # .#. + +... . . . . . . ♦ . + . . + + f ♦ . r # . + + + + ++f+ f.....♦ . . + . GRAPHIC SCALE 30 0 15 30 60 (IN FEET) 1 /NCH = 30 FT. �J Paradise/Magalia/Firhaven Watershed Protection QROFE SS/ON '9 hc� ..��F, cl9'•. �� uj � C5887 m * ' EXP. y-{ : •' �9rFnd'v\�F��� PREPARED FOR: Redline Installations CLARKS M Chic Notre Dame Blvd., #370-181 M. Clarke . Chico, CA 95928 EROSION CONTROL PLAN 13407 Garner Lane (PHONE) 530-893-3444 Ron Miles Residence Phone: 891-6719 DRAWN BY DRAWING NO. Engineering (FAX) 530-893-3425 6456 Elmwood Drive Oct. 11, 2007 Chico, CA 95973 RCE 58872, LS 8370 Magalia, CA 95954-9335 DATE PROJECT NO. BUTTE COUNTY CALL BEFORE YOU DIG 48 HOURS CALL "USA" TOLL FREE 1-800-227-2600 t UNDERGROUND SERVICE ALERT (IN FEET) 1 /NCH = 30 FT. �J Paradise/Magalia/Firhaven Watershed Protection QROFE SS/ON '9 hc� ..��F, cl9'•. �� uj � C5887 m * ' EXP. y-{ : •' �9rFnd'v\�F��� PREPARED FOR: Redline Installations CLARKS M Chic Notre Dame Blvd., #370-181 M. Clarke . Chico, CA 95928 EROSION CONTROL PLAN 13407 Garner Lane (PHONE) 530-893-3444 Ron Miles Residence Phone: 891-6719 DRAWN BY DRAWING NO. Engineering (FAX) 530-893-3425 6456 Elmwood Drive Oct. 11, 2007 Chico, CA 95973 RCE 58872, LS 8370 Magalia, CA 95954-9335 DATE PROJECT NO. BUTTE COUNTY -----24' 0" 24° (3" o 36" sq landing min. 3065 36" cv a LANDIN9 Al Wood stuctural panel sheathty (plywood or osb) with a thickness not less than 5716 for 19 stud'spaci and not less than 3/8' for 24 stud spacing; in accordance with tables 23 -1 -tai -1 and 23-1-n-1 with 6d or 8d common or galvanized box nails at 6 inches on center at ed s° and 12. inches on center at intermediate supports. 4°-0" Minimum _length � 4" CONC. SLAB ON PREPARED BASE TYP: • C> 4 6 I m L LL M 1i— _ ew i i nq REVISIONS 7/16 X, 4 X 8 OSB SHTG. STAGGERED SHTS WENDS ON, TRUSSES. SPAN RATING 32/16 0 AM +Ira '1/M e -r NkArl t^t_ 1?K If -M r -r% FRONT ELEVATION 1/4" = I"-0" DBL. 2x TOP PLATE-\ �� min.616d$ 2- 1 3/4 X 14"-/ X1.8 e s ted dbl 2x trtnmers w/ Bds 0 16" o.c. full height NOTE: HEADER HEIGHT MAY VARY DUE • TO CURB OPENING DETAIL S' CURB 2X P.T. HEIGHT VARIE I/2" ANCHOR BOLT MAX. 6" a 6'-0" O.C. 12" FROM Ps SESSORA S PARCELi CORNERS 3 ENDS 2- #4 RE AR _,—E.N. 8d co S, ® CDCD 6" MIN SHALL BE ON 2 SITE FOR ALL '� 7 ° FOOTING 12" INSPECTIONS INTO 4" FILL UNDISTURBED SOIL 13" CLR cl footing and well typ. 1 1= OUNDATION _ I all construction shell conform to the 1997 uniform building code. FOR Or DVIDE IX3 TRIM ALL CORNERS KT. OPENINGS. 7/I6 B" D.C. `ERS€AL SIDINt 1dga6"C.c.oe 12- o.c. to field LEFT ELEVATION I/4 = I -0 • edge nal ccx at o.h. gable aruss outrigger 48 o.c. kraft paper lap siding 16d t°n. 8" o.c.� nail8d galy. GABLE DETAIL 48" MIN LAP - ROOF PLAN BUILDING I/4" = 1"-0" PERMIT± e 1 - Ps SESSORA S PARCELi 3. R APPROVED PLANS AND Ll PERMIT co S, ® CDCD SHALL BE ON 2 SITE FOR ALL '� 7 L INSPECTIONS r� CL D CD _ I all construction shell conform to the 1997 uniform building code. cn t t—. 1 i 3 Y a �? ell foots shell extend into undisturbed .native soil conforming THE M to ,coil clo�ifkation 4, ±.able 18-1^c. the budder shall increase � I"" Z i t ' - 2,004 CEO, AND 2005 the footing depths. as needed to most this critet-io. I ENERGY STANDARDS 0:10 < p) <., CALIFORNIA THE j' (1 Li LU S AMENDED 3. minimum concrete sr^ength c# 28 days shall be 251 0 PSI �1LiRlSD1CTiCN APPLY TO T1 -11S � 1 PROJECT, 4. concrete reinforcing shell comply with ASTM ASIS GMOE 40 LQ ,,� M Ln 5. lops in concrete reinforcing bars shall be 24" min: I - ROOF PLAN BUILDING I/4" = 1"-0" PERMIT± e 1 - Ps SESSORA S PARCELi 3. R APPROVED PLANS AND Ll PERMIT SHALL BE ON SITE FOR ALL '� 7 INSPECTIONS .. ® U _ I all construction shell conform to the 1997 uniform building code. U3 �? ell foots shell extend into undisturbed .native soil conforming THE M to ,coil clo�ifkation 4, ±.able 18-1^c. the budder shall increase � I"" Z i t ' - 2,004 CEO, AND 2005 the footing depths. as needed to most this critet-io. I ENERGY STANDARDS 0:10 < p) <., CALIFORNIA THE j' (1 Li LU S AMENDED 3. minimum concrete sr^ength c# 28 days shall be 251 0 PSI �1LiRlSD1CTiCN APPLY TO T1 -11S � 1 PROJECT, 4. concrete reinforcing shell comply with ASTM ASIS GMOE 40 LQ ,,� M Ln 5. lops in concrete reinforcing bars shall be 24" min: I IV. V.V. V P VV V FRAMING—STUD L. `•-- 8-I6DS EA. SIDE LAP PLATE JOINT OVER .STUD 6-16d END NAAIi 4X12 HEADER TYP. Q 30 DOOR 4 WINDOW -DOOR FRAMING PLYWOOD OR OSB TRUSS LL -S30 EA BLOCK E.N. 8d ZX BLOCKING- .---- -CCX AT .OH 1X TRM , -- EXTERIOR WALL 5 EAVE DETAIL 6 1. 2x4 a ea. brace w/3 -8d A roof ABLE BRACING DETAIL E outrigger let in thru 9.9. A 48" o.c. ccx 0 o.h. 2x barge rafter --2x4 truss brace io 6-0" ox, w/3 -16d 2 alfiper, end & a34 a lower end. DATE' 4-12-99 SCALE 1/4 = 1' DRAWN RRH s" l FILE CO PT( J owwre »Cf- KP06, N BP+-/ / �����. .. . . .. \.� ..�.. . .... . \. . 7