Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
030-250-060
• t CnMPLAINT GIVEN TO 1NSPECTOr 4'i I'lmn U 76 - aO -Oz- 030-250-060 99-2875�- HAUPT, J`� �ESES_R. SPARK WA -A, OROVILLE CONTR KARSTEN CONV*AY MH ON PERM FND, NEW SITE 030-250-060 4§0 LEWERENZ, Dan & H6 )D 5 ( Way, Or Cont: erger onst. New Sinele Familv 030.250.060 02-333 LEWERENZ, DAN 6: HOLL IN p i I p AY,OROVI CONT: 50MOMPANY FIRE SPRINKLERS T9 030-250-060 04-1907 LEWERENZ 670 SPARKY WAY, OROV ILLE Cont: OWNER AG EXEMPT -TRACTOR STG BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and co6 cted to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 030. S� Q �Q ZONING10 1 OWNER (� PHONE NO. OWNER'S ADDRESS -70 PO, L"I-Y 01-0201f- C C (o LOCATION OF BUILDING ®_k S �w�qJ USE OF BUILDING Al SIZE OF STRUCTURE Com- y Ix 3 , '7 � U _ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME)� STEEL CONCRETE OTHER (Specify) TYPE OF SIDING E 1 ROOF OV E_ RING FLOOR TYP rY ESTIMATED COST OF CONSTRUCTION $ © &0 --— AG Bui dings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to compwith the requir ments in effect at that time and before occupancy. J Date Za Signature of Owner -�- Permit Fee ,`"j� The above described AG Building is xempt from a building permit_ Receipt No. MM - 1 4 ''s Manager Building White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant NOTES y RESIDENTIAL PERMIT NO. 030-250-060 "402-3337 i LEWERENZ, DAN & HOLLY 6_7Q,�(wj/qVAY, OROVILLE I CONT: FOX COMPANY FIRE SPRINKLERS I 'f 4 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature = OK = Not OK = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date 7. Well Clearance & Disconnect Card B-1 Date Card B-1 8. Utility Clearance Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Date 5. Card B-1 Date Card B-1 Date Elec.; Enclosures; Conduit Entries -Terminals -Listed Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panelboards-Ins. to Main Conduit 1. Zoning Requirements -Setbacks -Easements 10. 2. Footings; Size -Spacing -Marriage Line Light Niche 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready r t RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. , Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Wate tr.; Vent -Access -Combustion Air Baffle Date ater Pipe; Test & Anchor -Nail Protection Card B-1 Date Card B-1 19. D.W.V.; Test Fittings & Anchor -Nail Protection FINAL (Plans) OK except #'s 20. Sh wer Pan; Test, First Floor -Tub Access 64. st Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Smoke Detector 23. Fire Sprinkler; Test 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 69. 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Stairs & Rails 26. Size Boxes & No. of Conductors Stapled 71. Fireplace or Stove, Clearance -Hearth 27. Romex Installed Close to Edge of Studs & C.J. 72. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 74. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect Garage Fire Door; Swing -Landing -Closure 33. Equip. Clearances Panels-Motors-Mech. Equip. 76. 34. Clothes Closet Light -Shower Lignt-Spa Light 35. Smoke Detector Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection - . Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 80. 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation Guard Rails & Deck Construction -Post Caps 38. Condensate Drain & Overflow, Size & Grade 82. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors A.C. Unit Disconnect, Electrical -Plumbing 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 86. 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Exterior Elec. Trim, G.F.I. Receptacle -Underground 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Rgmex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection - . 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive O Yes 0 No/Walks D Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PER NO (Rev.12/96)�►PPLICATION AND PERMIT 07- ASSESSORPARCEL NUMBER ZONING 2 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 2370 R 3792 . OWNERS MAILING ADDRESS CONTRACTOR'S NAME FOX COMPANY TELEPHONE CONTRACTORS MAILING ADDRESS. CONSTRUCTION LENDER Fireplace LENDER'S Ma UNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $40-99 BUILDING ADDRESS r I /lr L Energy Plan Checking Fee $ OROVILLE $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping .15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRF, SPRTNKT.FRS R, WATER STTPPT.Y — y� LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.r2 r License Class 4C'/6 Lic. No. J76J OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will malntaln workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier S77Lc' fl*W Policy Number 2 7ZUA).. W 2.3 (The above sections need not be completed if the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to 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 f0dhwith comply wi ose provisions. -- X Date Z Sign atureof App Ic Owner Contractor ❑ Agen An OSHA permit is requir or excavations over 5'0" deep and demolition or construction of structures over 3 storiBIfn height. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 LESS Main Service 2�o.0a LESS 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. DWELUNG OCCUP. SO OR ADONS. A ACC. BLAS. 3.5¢FT: NEW LpµR°SID.' MULTI.OUTLETBRANCH CIRCUITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 Ex. OCCU . OLmET OR FIXTURES SAL O 1.S0 Ex. Occup.,DUTLETS qp •°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. 11 TOTAL FEE $ 123.95 HAz. D. FEES IMP I FLOOD CDF pARC0. PD HD ISSUE This permit Is hereby Issued under the applicable of the B tte County Code and/or Resolutions Indic ed for Nch fees have been By Date PERMIT EXPIRES ON provisions to do work paid. Z t% L Z Q to Receipt No. 'h4SI�i.12� aS WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ti 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER ASSESSOR PRCELL�BER:b3-_7- - " Q___ Proposed Building Use: Building Inspector: Date: 2 At time of permit application, I was a Led the following data must be submitted prior to permit r ce sing nd/or issuance: All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. 07. Statement of Intent for Non -Heated and A/C Buildings. El 8. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. 1110. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ' . . ❑ 12. California Department of Forestry plan approval/fees. 013. Flood elevation certificate. ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required. 02 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. ❑27. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: e permit, process as follows ❑ Mail to owner, DM.,ail to /,tractor. e `J'�j� — c�� and hold for pickup at t t =�X� ffice. ❑ Delive vith in ector. // Applicant: Date: 44A2___ EXPIRATION OF APPLIC Applications for whic a permt as no een issue , wt expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. + FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original -Applicant NOTES RESIDENTIAL 030-250-060 V 02-2725--) PERMIT NO. —_ LEWERENZ, Dan &Holly 670Way, `Oroville Cont: Berger onst. New Single Family �C 7'6 3o C - ; C t S; 4 as SPECIAL CONDITIONS y> CHECKED BY SRA FLOOD CERTIFICATE REQ. i. FIRESPRINKLERS�REQ. SPECIAL INSPECTION ITEMS OFFICE COPY I � Address AI GAS Meter By Date ELECTRIC. Meter By Date { { YR / v 1 JOB FINALED (Date) 9A /-D Signature-j� z J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch)' 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancv Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test . 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I • J MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERF OR (Plans) OK except #'s gpin g-Setbacks-Easements-FI d -Slope Ftg. ain; Soils-Elec. Grnd.-j IT Ftg. Dep g., Garage; Soils-Steel-Elec. Grnd.-/ I XONg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth emwalls, Main; Steel-Blockouts-Wrapped t5mwalls, Garage; Steel- Blockouts-Wra ed old Downs and Special Anchors ab Steel -Wrapped `-Fire lace Ft .-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test f-111. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. p4nums & Ducts; Clearance -Material -Support -Ins. 1 irders-Sills-Anchor Bolts-Joists-Vents-Crippies -Je-Access & Ventilation 16. nsul 'on Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUI1jMG (Permit) OK except #'s er Htr.; Vent -Access -Combustion Air Baffle 8. Water PIDe: Test & Anchor-Nai' Protection V.; Test Fittings & Anchor -Nail Protection Sh2d er Pan; Test, First Floor -Tub Access A 2 estiTub & Shower. Second Floor -Tub Access Fire Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. F ure & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights &Switches at Doors ��Sjm Boxes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. Eqgjp. Ground made up w/Mech Fasteners -Bond Gas & Water g�,�Appliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 3_1e,Frange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Ins lated Neutral 0 Yes 11 No Service -Riser Conductors & Ground Main Disconnect 33. i . Clearances Panels-Motors-Mech. Equip. _Qlolhes Closet Light -Shower Light -Spa Light yIr Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s H n ers-Post Caps -Anchors -Connectors . A.C. Ducts Insulation & Support nt Fan, Exhaust above insulation 3 . Condensate Drain & Overflow, Size & Grade 39. urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet Dae Attic Access & Platform if Furnace in Attic Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s m. Windows or Exiting Doors -Sill Ht. & Dimensions 1. Sills Proper Materials & Anchors 4A!Walls Studs -Nailing Spacing & Braces -Plates -Sound 4�/Bearing Walls over Girders & Floor Nailing Line Firewall & Openings 4�/Draft Stop in Walls (rat proof) "-4&! Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4S/Headers & Beams -Size & Bearing Date FRAMING (Continued) H n ers-Post Caps -Anchors -Connectors Cf g. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Fir ce Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles m. Windows or Exiting Doors -Sill Ht. & Dimensions G age Fire Protection Framing -RC Channel .58-.F,roperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits tai s; Width -Headroom -Rise -Run -Landing -Fire Protection ood on Roof Overhang -Attic Vents -Rafter Outriggers S 'ng -Nailing Veneer .60'Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. 6,4,'." lazing Area -Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts Br Interior/Exterior Wall Panels ' . Insulation -Walls -Ceilings Date 63. Infiltration -Walls -Windows Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINW(Plans) OK except #'s 6 Fxt. Steps -Door & Sidelight Protection -Landings 6 S oke Detector 6 Furnace Vents -clearance -Comb, Air-Connector- IryGarage; Above Floor-Ducts-Mech. Protection 6 B droom Exiting G. I. & Bath Fixtures & Tub Access -Spa 6VElec. Trim & Subpanel, Breaker Sizes & Labels --7-9-.6tairs & Rails Fireplace or Stove, Clearance -Hearth 7 I c. Outlets at Wood Panel, Int. & Ext. 73 YFixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 .mac. Outlets & Receptacles at Kit. Counter 7 . Qarage Fire Door; Swing -Landing -Closure 7 A C. Duct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78-411b.. Elec. & Mech. Equip. Listed for Location 79. ec. Receptacles in Garage (F.F.I.)-Romex Protection $ . 1 sulation-Foam-Looked in Attic 8• . Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor O Yes _ 8 Following Instld./Drive 0 Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85/A.C. Unit Disconnect, Electrical -Plumbing 8 Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87./Water Well, Disconnect, Electrical, Plumbing 8!ZExterior Elec. Trim, G.F.I. Receptacle -Underground 89/Ventilation Throughout House 99, -Glass Protection 9Y orrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 9Y/Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Address Posted r.96 -Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION "W 7 County Center Drive Oroville, GalRornia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96), APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 030-250-Q60 ZONING BUILDING PERMIT OWNER Lewerenz. Dan R, 1 TELEPHONE SO. FT. OCC. BUILDING VALUATION 2607 R 140,778.00 . OWNERS MAIUNG ADDRESS - 534 Si lberfpaf - ,, 728 U 13,104.Q00 CONTRACTOR'S NAME I Berger Construction 989-420S TELEPHONE CONTRACTORS MAILING ADDRESS PO Box 6 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 7 � Energy Plan Checking Fee $ 91-00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 111 7.0077.00 USEOFSTRUCTURE SF ER Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 1 5.00 - TYPE OF WORK ,New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: new SF Gas piping system t - 5 outlets 15.00-, 00 Building_ sewer 15.00 .0 Mobile Home I S I G I W 920.00 PERMIT FEE $1.57,00 ELECTRICAL PERMIT I Filing Fee 20.00 Main Service '..A OR LESS 23.003- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is ince and effect. �� �� r License Class Lic. No. � l OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION -DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.)cc certify that in the performance of the work for which this permit issued, I shall kilot employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation pr isions of section 3700 of the Labor Code, I shall. forthwith comply with th provisions. X Date®"� U �� i ure of Applicant t13 ner -;,Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep al demolition or construction of structures over 3 stories in heigh Main Service TO tOooA 46.00 NEW CONST. DWELLING OCCUP. SO WPO OR ADDNS. ( a Acc. sLOs. 3.508: T. P10µgESID. MULTI.OUTLET @7.50 aPs rWE.R oPurim c A. Ex, OCCU OUTLET OR FIXTURES g20 @':so Ex. Occup. ourEiFrs M.J EA 5.00 P Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 4 59. 72 MECHANICAL PERMIT Filing Fee 20.00 Heating 15,00 30"00 Cooling 15,00 30"0 J6,90 Hood 6.50 Ventilation 4.50 13.50 ;Zasi r PERMIT FEE $ ? Mobile Home Installation Fee $ Energy Inspection Fee $ cc ois CONST. TYPE $ TOT AL FEE 195 "2 HAZ. D. FEES IMP FL CDF ARC PO ISSUE This permit is hereby issued under the applicable provisions of the utte County ode and/or Resolutions to do work ion ated o r w ioh fees have been paid. ZOZ 7 B ate I PRMIT EXPIRES ON �.y Z,-7 03 Date Receipt No. r WHITE-D.D.S.-B.D. CANARY-ASVSR PINK-INSPEC GOLD N O - PLICANT ,g.,:�, r���r4�'vT�+r"...•.....—.�,_�t..,..,,.,,,,p,iy��w.,�.�.,,,w�rN'� T.�.`.�-"°�'-�R"�"`.�.��,.,rM%��'�iSit:+� ....r1' t COUNTY OF BUTTE -DEPARTMENT OF'DE�VELOPMENT-SERVICES-BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 ; PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: 4-4-J S / " Counter Technician: Date: 'C7 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ±4 1.. Plot plans, 3 or 4 sets, signed, y the preparer of the plans. 4JR-�. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. --t74. Engineered truss details and layouts in duplicate. No faxes! =5. Energy compliance design and supporting documentation in duplicate. ' ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot 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 ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other 9q, aining items needed to issue the permit. (May require additional Flan review upon receipt of the following items.) �"4 --:k. s 4. Fees as shown on the attached Schedule of Fees Due Sheetly� %`, ��•vD 5Statement of Intent for Non -heat . ed and A/C Buildings.......... ............................... 16. Sanitation and plot plan approval from the Environmental Health Department in �U L ❑ 17. City of Chico Plumbing permit......................................................................... ,18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... �❑ 19. Planning approval for (A) Use: Itpl<(B)Parkin - (C) Parcel Check: 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 0 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ P6. Letter of Signature authorization .................................... /f :.............. �............... ii�7. Recorded copy of Agricultural Acknowledgment Statement.. + .... a,.,�P�......... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Lette from Legal Owner, ❑ Check to H.C.D. $ 31. Other: en issued Teleph aand hold for Rickup. owj (X ' q �O jD —Q\ I have �Vnformed of the above t�' requiirre' ents r o'btai�flg a bu Id g permit. a ` Applicant: 1. Index permit application for the above items numbered:l Plan Check Lettere 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner was advised of the ab7 ata y ❑phone, ❑ mail, ❑counter, by Date: Plans reviewed by: Date: `l�� Plans approved by: - Date; . Structural reviewed by: Date: 1,1Z ZStructural a roved b PP y: pate`1:2 /� 0 Note transfer by: Date:t:' Yellow Building Divicion r, R� E.H. USE ONLY Plot Plan Attschod Rout Plan Attachod-N Unt to B.D. M —n 1lZ> TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance L e Wer e n-- ��N Lw4f�m, Owner Plan Approved for: Sewage Disposal Clearance for dwelling. Other _a Hold final for: Final clearance O.K. for: NOTE: IW Location AP rater Sup I Pu lic Private Weld �.. Environmental Health Specialist Date 8/96 COUNTY OF BUTTE t DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # P BUILDING USE ,_ DATE �O 01 O 17 IPT # DATE REC. 1. UILDING PERMIT FEES I alance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ evised Plan Checking Fee ..............$ r\ SCHOOL DISTRICT FEES ;� (paid at District Office) (Available after Plan , 3. SHERIFF FEES (paid at Building Division) _ ...................... Residential x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES x$510.00 (paid at Building Division) FIRE INSPECTION AND PLAN CHECK I (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) 06.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. _ APPLICANT DATE 11:7- n � Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE COUNTY SCHOOLS IM,PACTAIE CERTIFICATION FORM • (One form p r Building) .r, S`7hool District J A.P. Number Y (Qa Jurisdiction: City Property Owner r 9 Property Location/Address Subdivision �uGGn w Building Department No. County Lot No. Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): .............................................:................................................................... Commercial/IndustrialtSQ' FOot39e to n. i•+ y r� New Addition (Including Exterior Building Department Representative trioor rians reviewea oy acnooi uistnct Roofed Areas) Date �tt Districtj Identification No. 1C1School District certifies that (Applicant) 6rJ A _ (Street Address) (Phone Number), (City) has complied with the requirements of Resolution No. -- 1 W (State) i ,417 (Zip Code) by payment of $ z� -7 %. eo representing 2,(p!>' square feet. AB 2926 $ 1 F FULL MITIGATION $ School District Representative Paid by Check # ? . Remarks: Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the.District, in compliance:. with Government.,Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely'written protest will prohibit you from challenging the imposition of the�fees in any court action. " If; subsequent to the. School -District Representative signing. this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local, Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (budding department), Pink (school district) feeform.xls 00/98)dmm t 0 LONGFELLOW LUMBER CO. INC. ■ Quality Truss'Design ■ Roof &..-Floor' System's (800) 678-0112 (530) 893-0112 FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: 6 As ear el Job No: a a ENGINEER Address: �U.•�-�����_ Mitek Industries, Inc. Redong (Ray) Yu c 7777 Greenback Lane, Suite 109 k. c) ���� �1 �\ e- Citrus Heights, CA 95610 (916) 676-1900 APPROVED• AP#: Timber Products Inspection, Inc. P.O. Box 20955 Portland, OR 97220 (503) 259-0209 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the Job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow I Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. _ -G E J GE STANDARD GABLE -.END DETAIL WIND SPEED $0 MPH, MEAN WALL -HEIGHT '15 -FT. a_EXp..G DIAGONAL OR .L --BRACING REFER TO TABLE .BELOW :2%4Ao.2'o12jyK,aF-L IX -4.01Z 9X4 t2 2X3 TYP. +'VARIES -TO _COMMON TRUSS �A�e -1/a. PWAH® BY •MIAMI WF!'M TRUSSES AT 29. O.C. SHEATHING 6,r m-4pv:_) i _ 2X4 LATERAL �E BRACING AS A- -A = REQUIRED. ' Sef ` p* -TA 0-a 2 � A jsvL 3X51 hND WALL--\ / TYPICAL OPTIONALT.C. NOTCH DETAIL 24' O.C. MIN. L NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. . -_ __ II -- CONT. BEARING. LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER. ]�'r A A�C� Foe, S'fk.(.lC(w AFTER NOTCHING. (p0 mDTWI94 wn%%W :2aC WER1M►W Lai" ( ( b , SPAN TO MATCH COMMON TRUSS. f=. TYPICAL 2X9 L -BRACE NAILED TO .2X9 VERTICALS W/8d NAILS, 8' 'O.C. VERTICAL STUD ZA SECTION A -A. LATERAL BRACING NAILING SCHEDULE. VERT. HEIGHT. N NAIL AT Q END UP TO 7'-0' 2 - 16d 7'-0' -- 8'-0' 3 - 16d OVER 8'-6' 9 - i6d MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L-BPACE 12 INCH O.C. 5-7-2 14-3-12 f0-9-14 16 INCH O.C. 5-.1-0 12-4-12 9-5-8 29 INCH O.C. 4-5-4 10-1-7 8-0-3 NOTE: LVERT. HAD BEEN CHECKED FOR 60 MPH WIND LOAO, EXP- C - i 3.FORNISH CIOPYIOF NSTAL IS DRAWING TO CONTRACTOR MEAN WALL HEIGHT OF 15 FT, AND L/240 DEFL. CRIT. 2LONNECTION BETWEEN BOTTOM CHORD OF CABLE END 4.BRACINC SHOWN IS FOR It+DIVIDUAL TRUSS ONLY, TRUSS AND WALL TO BE PROVIDED BY PRO.,ECT ENGINEER CONSULT BLOC. ARCHITECT R ENGINEER FOR OR ARCHITECT. TEMPORARY AND PER INC OF ROOF SYS MINIMUM GRADE OF LUMBER n o r ---n T.C. 2x4 No. z 91 DF -L TPI -S5 Crlt. U B.C. 2X4 No.?.91 DF -L UBC -94 - Webs 2X4 STUD DF -L o 0 0 � o 0 LOADING L (PSF O STR. INCR.: IS TOP 40 I b DRAWN BY .: JB -- BOTTOM 0 1p CHECKED BY: JAI SPACING: '3!o Inch O.C. -REP. STRESS: YES MtTek Industries Inc. EXP. 9 0 �I9� lr9r CAVIL Approv �G QgLgR � I ustries Inc. J U L 0 3 2002 PAGE 1 OF C- � A T• LATERA(, 699E GY'AiL_ j s. YAL;t PJL REPL -'IJG Cori . ! (LACES AT Y2 ori AT TRU::5t:5 (3 .24F" 10JtJ12Oc• / lop G bu 0. G. ► YP_ 2 / 0-&- TTP.' •ZA4 bRA 2X 4 D,12 -ACE: WITY Wt:b (2X 6 . H AA. 1017 NAILS (R- b'' tk 0. G. TTP. =j=ots i21=�,AGtJq:. ('GpLf�G�I� 012 •NOTE. - YZ pol►fi5p&kE0 LT. 'PO!NT6 6RAQ=. DPRAGR. HU4T M: 'b0 "/o 11IE LENGVI. OF TSE Wpb,_ T91-5' t7ETAIL 15 TO Dle� UbW AS AN - Al T_ %OR ONE:.'CONTINUOUS LATE. -RAL eRAGE_ - - OpA FESSjp i�7 ; � ONS �TRU5�f5 (� 14-" O.G.. r— NOTE. 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-101) PER WEB (TYP). MAR 2 % -2002 . BRACE MAY BE ATTACHED TO EITHER. NARROW FACE OF WEB. (SEE NOTE BELOW)• REt✓TRAINT xeauIREt7 AT EAG• M17 OF VRA62: ANt7 AT 20'-0" INT�R�IALs. REFeR TO All> -al SUHHAFRY 644�ET POR R�:GOHHW%IPATIONt OP T14e TFLU55 PLATe lNSTUTE Neswilir KAYME h my 13Yi�'tl � qEq p -r �PraPH1V_4-h1.&j4,, N �� �'�c 11. �t��H•� r►�. lev Q Q3 19C 4. 1OTi! M I TE1= �( Tr= �iA3(LI V_!EP..." ',,fAY c C • %1 2y 3 61� Z4 A5 �WC('i' 1vfEMp7_--K . _. SC- RB05 MITek Industries, Int. Page '1 of 1 . PIGGYBACK TRUSS CONNECTION DETAIL THIS CONNECTION DETAIL SHALL ONLY APPLY TO PIGGYBACK SPANS < 16' ROOF SHEATHING TO BE CONTINUOUS OVER JOINT. PIGGYBACK•TRUSS ATTACH PIGGYBACK TRUSS TO EACH PURLIN WITH 2 - 10d NAILS TOENAILED. MAXIMUM PURLIN SPACING = 24" O.0 OR THE MAXIMUM ALLOWED ON THE TOP CHORD OF THE BASE TRUSS BASED ON DESIGN REQUIREMENTS. kV GENERAL NOTES: (1) ALL NAILS SHALL BE COMMON WIRE NAILS OREQUIVALENT. L (2) TEMPORARY BRACING FOR ERECTION SHALL BE THE RESPONSIBILITY OF QUALIFIED BUILDING DESIGNER- (3) ESIGNER(3) TRUSS ENGINEERING FOR BASE TRUSS AND PIGGYBACK TRUSS SHALL oQK BE REVIEWED TOGETHER WITH THIS DETAIL. (4) THIS DETAIL CONSIDERS CONNECTIONS FOR GRAVITY LOAD ONLY ANY REQUIREMENTS FOR WIND, SEISMIC, UPLIFTING OR LATERAL FORCE SHALL BE DESIGNED BY QUALIFIED BUILDING DESIGNER. \ vi. `• T 11:AR,1ING - I eriti design poranlcien and READ :VOTES ON TRIS AND REI'ERS£ SIDE BEFORE L'SE De ipn valid for use Dray wMh YR�k rwraneaorc Tlrs design is based only upon parameters own and is for an individual bac d'mp r omportertt to De bL4ts98d and boded vertically. Applicability of design parameters and Proper incorporation of p guar — not truss designer. Bracing snows is for lateral suppon of individual web members only. Additional temporary bracing to' m , stability during Construction is the rnsponaibiliry of the erector. �� y Additional pemtenent bracing of the overall structure is the responsibility of the buildup designer. For general guidance regarding fabrication, quality control. storage, delivery, ereetbn,and bracing, eonsuh 0ST45 Quality Standard, DSB- 59 Bracing Specification, and 0118.91 handling bustallation and Bracing Recomarendation available from Truas Plate Institute, 593 D'Onofrio Drive, Iladison, WI 5 719 NiiTek industries, Inc. L ATTACH EACH PURLINTO'TOP CHORD OF BASE TRUSS WITH 2 - 10d NAILS. NOTE: A PURUNTO BE LOCATED . AT EACH BASE TRUSS JOINT. BASE TRUSS kV GENERAL NOTES: (1) ALL NAILS SHALL BE COMMON WIRE NAILS OREQUIVALENT. L (2) TEMPORARY BRACING FOR ERECTION SHALL BE THE RESPONSIBILITY OF QUALIFIED BUILDING DESIGNER- (3) ESIGNER(3) TRUSS ENGINEERING FOR BASE TRUSS AND PIGGYBACK TRUSS SHALL oQK BE REVIEWED TOGETHER WITH THIS DETAIL. (4) THIS DETAIL CONSIDERS CONNECTIONS FOR GRAVITY LOAD ONLY ANY REQUIREMENTS FOR WIND, SEISMIC, UPLIFTING OR LATERAL FORCE SHALL BE DESIGNED BY QUALIFIED BUILDING DESIGNER. \ vi. `• T 11:AR,1ING - I eriti design poranlcien and READ :VOTES ON TRIS AND REI'ERS£ SIDE BEFORE L'SE De ipn valid for use Dray wMh YR�k rwraneaorc Tlrs design is based only upon parameters own and is for an individual bac d'mp r omportertt to De bL4ts98d and boded vertically. Applicability of design parameters and Proper incorporation of p guar — not truss designer. Bracing snows is for lateral suppon of individual web members only. Additional temporary bracing to' m , stability during Construction is the rnsponaibiliry of the erector. �� y Additional pemtenent bracing of the overall structure is the responsibility of the buildup designer. For general guidance regarding fabrication, quality control. storage, delivery, ereetbn,and bracing, eonsuh 0ST45 Quality Standard, DSB- 59 Bracing Specification, and 0118.91 handling bustallation and Bracing Recomarendation available from Truas Plate Institute, 593 D'Onofrio Drive, Iladison, WI 5 719 NiiTek industries, Inc. L BURG0916 IA1 Ply CAL HIP 112 11 Inc., Chico, Ca. 95928-7434 4.201 SR1 s Jul 26 2002 MiTek Industries, Inc. Mon Sep 16 09:4 -1-04 4-11.2 1 9.8.6 1244 14.0.0 1 16.0.0 19g 2Mn4 ( 20-00 29.0.? 1.0.0 411-2 4.%G44 //4-d•0 4-0•0 035 4-8.0 411-2 1.0.0 "3 0 3X4 4X6 \\ = 4 5 6 IG 11 lu 1.6X4 II 3x8 = 3x4 1.5x4 11 4-11.2 "a a 10.39 23.0.14 26 0.0 4-11.2 4-M B-7-0 486 �--6112 R7492566 I _ Swle =1:80,4 LOADING (psf) SPACING 2-0-0 I CS1 DEFL in (loc) I/deft PLATES GRIP TCLL 18.0 Plates Increase 1.25 TC 0.25 Ven(LU -0.16 12-13 >999 M1120 220/795 TCDL 12.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.27 12-13 >999 BCLL 0.0 Rep Stress Incr YES, WB 0.16 Horz(TL) 0.03 8 n/a BCDL 7.0 Code UBC97/ANS195 1 a LC LL Min I/dcfl . 240 Weight: 177 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1-G TOP CHORD Sheathed or 5-11-3 cc purlins, except BOT CHORD 2 X 4 OF No.1-G 2-0-0 cc purlins ("-0 max.): 4-6. WEBS 2 X 4 OF Std -G *Except* BOT CHORD Rigid Ceiling directly applied or 10-0-0 cc bracing. 4-13 2 X 4 DF No.1-G, 5-13 2 X 4 DF Nc,1-G WEBS 1 Row at midpt 5-13,5-12 5-12 2 X 4 OF No.1-G, 6-12 2 X 4 DF No.1-G REACTIONS (Ib/size) 2=1034/0-3-8, 8=1034/0.3.8 FORCES 0b) - First Load Case Only TOP CHORD 1-2=20, 2-3=-1109, 3.4--874, 4-5=-626, 6-6=-626, 6-7-•874, 7-8=-1109, 5-9=20 BOT CHORD 2-14766, 13-14-766, 12-13=677, 11-12-786, 10-11-766, 8-10=766 WEBS 3-14=67, 3-13=-195, 4-13351, 5-13=-127, 5-12=-127, 6.12-351, 7-12=4915, 7-10-67 NOTES 1) This truss has been checked for unbalanced loading conditions, 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads Per Table No. 16-8, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members, 5) This truss has been designed with ANSI/)'PI 1-1996 criteria. B) Design assumes 4x2 (flat orientation) purlins at cc spacing indicated, fastened to truss TC w/ 2.10d nails, '.OAD CASE(S) Standard BUTTE COUNTY BUILDIINIG DEPARTMENT A WARNING - Verify design paranterers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE September 16,2002 Design valla for use only with MTek connenors. This design Is basso only upon parameters shown, and is for an individual building component to be installed and loaded ver icaIV Applicability of design parameters and proper Incorporation of component is responsibility of of bultaing designer— not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary placing to Insure stability during construction is the respOMIDliny of the erectorTM Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general Guidance regarding fabrication. quality control, storage, oaltvery, erection, and bracing, consult OST49 Quality Standard, DS8• 69 Bracing Specification, and HID -91 Handling Installation and Bracing Recommendation available from Truss , Plate Inelilule, 383 D'On'I.ofrlo Drive, Madison, WI 62719 mlTek Industries. Inc. til/Z 'd-086'ON S318AHN1 N311W 09:Z1—Z00Z '11'd8S Q R 0 lug% 0 LOADING (psf) SPACING 2-0-0 I CS1 DEFL in (loc) I/deft PLATES GRIP TCLL 18.0 Plates Increase 1.25 TC 0.25 Ven(LU -0.16 12-13 >999 M1120 220/795 TCDL 12.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.27 12-13 >999 BCLL 0.0 Rep Stress Incr YES, WB 0.16 Horz(TL) 0.03 8 n/a BCDL 7.0 Code UBC97/ANS195 1 a LC LL Min I/dcfl . 240 Weight: 177 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1-G TOP CHORD Sheathed or 5-11-3 cc purlins, except BOT CHORD 2 X 4 OF No.1-G 2-0-0 cc purlins ("-0 max.): 4-6. WEBS 2 X 4 OF Std -G *Except* BOT CHORD Rigid Ceiling directly applied or 10-0-0 cc bracing. 4-13 2 X 4 DF No.1-G, 5-13 2 X 4 DF Nc,1-G WEBS 1 Row at midpt 5-13,5-12 5-12 2 X 4 OF No.1-G, 6-12 2 X 4 DF No.1-G REACTIONS (Ib/size) 2=1034/0-3-8, 8=1034/0.3.8 FORCES 0b) - First Load Case Only TOP CHORD 1-2=20, 2-3=-1109, 3.4--874, 4-5=-626, 6-6=-626, 6-7-•874, 7-8=-1109, 5-9=20 BOT CHORD 2-14766, 13-14-766, 12-13=677, 11-12-786, 10-11-766, 8-10=766 WEBS 3-14=67, 3-13=-195, 4-13351, 5-13=-127, 5-12=-127, 6.12-351, 7-12=4915, 7-10-67 NOTES 1) This truss has been checked for unbalanced loading conditions, 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads Per Table No. 16-8, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members, 5) This truss has been designed with ANSI/)'PI 1-1996 criteria. B) Design assumes 4x2 (flat orientation) purlins at cc spacing indicated, fastened to truss TC w/ 2.10d nails, '.OAD CASE(S) Standard BUTTE COUNTY BUILDIINIG DEPARTMENT A WARNING - Verify design paranterers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE September 16,2002 Design valla for use only with MTek connenors. This design Is basso only upon parameters shown, and is for an individual building component to be installed and loaded ver icaIV Applicability of design parameters and proper Incorporation of component is responsibility of of bultaing designer— not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary placing to Insure stability during construction is the respOMIDliny of the erectorTM Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general Guidance regarding fabrication. quality control, storage, oaltvery, erection, and bracing, consult OST49 Quality Standard, DS8• 69 Bracing Specification, and HID -91 Handling Installation and Bracing Recommendation available from Truss , Plate Inelilule, 383 D'On'I.ofrlo Drive, Madison, WI 62719 mlTek Industries. Inc. til/Z 'd-086'ON S318AHN1 N311W 09:Z1—Z00Z '11'd8S Job Truss Truss Type My ply BURG0916 H1 KINGPOST 12 1 - R7492567 -Longfellow Lumber Co., Inc., Chico, Ca. 96928.7434 4.201 9R1 a Jnl 9R 9r1n9 nntT L ,"J.._-.:_ (o ional) — u__ �-�•�2 3-tOd 7 -ba 7.1t}d a1-12 3.7pq 4x4 = 3.10.6 0.7.12 2 �-,, . - .,.,.cv rays , 1� 2x4 = 2x4 = 1.II I• ,stat 5x4 7.8.e 3•tO a 3.10•a Plate Offsets (X,Y): [1:0-2-6,0-1-01,[30-2-6,0-1-0) " LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES TCLL 16.0 Plares Increase 1.25 TC 0.14 Vert(LL) -0.00 1-4 >999 M1120 TCOL 12.0 Lumber Increase 1,25 BC 0.11 Vert(TU -0.01 1-4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a BCDL 7.0 Code USC97/ANS195 1 a LC LL Min I/def = 240 Weight: 31 Ib LUMBER TOP CHORD 2 X 4 DF No.1-G BOT CHORD 2 X 4 DF NoA •G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 1 -260/0-3-8, 3=260/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=-178, 2-3=-178 BOT CHORD 1-4=122,3-4=122 WEBS 2-4-52 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES 1) This truss has been checked for unbalanced loading conditions, 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ilve loads per Table No, 16.8, UBC -97. 3) A plate rating reduction of 20% has been applied for the green lumber members, 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard i% COUNTY ": V, DEPARTMENT ,j4L WARNING • Verijy design paranlerert and READ NOTES ON THIS AND REVERSE SIDE BEFORE US£ Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and prober incorporation of component Is responsibility of bullaing designer— not Crus..- designer. Bracing shown is for lateral support of Individual web members only, Additional temporary bracing to insure stability ouring construction is the responsibility 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 OST -88 Duality Standard, DSB- 8B Bracing Specification, and RID -91 Handling Installation and Bracing Recommendation available from Truss plata Institute, 583 010nofrlo Drive, Madison, WI5s71s Wale Indl1sf19p.C. Inc, tilA 'd-086'ON Odium N311W WdbS:Zl—Z00Z Scale = 1:30.7 GRIP 220/195 September 76,2002 LI'd8S a This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME AL%RT - HEED ITS MESSAGE. JACAUTION: A CAUTION identifies safe operating prac- tices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and properiv. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as supe riorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses fora particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad - Avised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ingwill most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could resultin severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 industry, but must, due tothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be JAbending and lessen moisture gain. braced to prevent toppling or tipping. 9 AWARNING: Do not break banding until installation begins. Care should beexercised in banding remov- al to avoid shifting of individual trusses. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed to a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 MONO TRUSS TOP CHORD TEMPORARY BRACING SPAN TOP CHORD MINIMUM LATERALBRACE PITCH SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DBJ [#trusses] PDT SPF/HF Up to 24' 3/12 1 8' 17 12 Over 24'- 42' 3/12 1 7' 1 10 1 6 Over 42'- 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal Diagonal brace also required on end verticals. Top chords that are laterally braced can buclde together and cause collapse If there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of thetop chord when purlins are attached to the topside of the top chord. PLUMB 1 1 I Truss 1 Depth D(in) , Maximum t 1/4 Misplacement O0) 0G Ci 241 �ess '45o 12 3 or All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required . 10" or Greater Attachment Required - A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Plumb Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60": 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4'. T 96" 2" 8' 108" 2" 9' Bow L Length L (In) T t 1/4 Lesser of L/200 or 2" L (in) L (in) A- ........:::::::::::: T ......:::::::::::::::::::....... t y4 Lesserof L/200 or 2" L(in) L/200 L(ft) 50" 1/4" 1 4.2' 1W, 1/2" 8.3' 150" 3/4" 12.5' L(in) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses Frame 6 1A WARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single trusses with spans to the web members. 11A greater than 30' by the peak. MECHANICAL •60° INSTALLATION to�� Approximately Approximately 1/2 truss length 1/2 truss length Tag Truss spans less than 30' Line Spreader Bar Toe In Spreader Bar Toe In Approximately 1/2 to 2/3 truss length Less than or equal to 60' 1/2 to 2/3 truss length Less than or equal to 60' Toe In Tag Lifting devices should be connected to Strongback/ Line the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as 10, slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Eachtrussshould be NNNNVAVII set in proper position per the building Approximately designer's framing plan and held with the lifting device until the ends of the 2/3 to 3/4 truss length truss are securely fastened and tempo- Greater than 60' Tag I rary bracing is installed. Line Tag Line Strongback/ Spreader Bar Toe In At or above mid -height L Approximately 2/3 to 3/4 truss length Tag Tag Greater than 60' Line Line CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance withTPI's Recommended A Design Specification for Temporary Bracing of Meta/Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR 1" truss of bra group of truss End brace (EB) Frame 2 GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment Typical horizontal tie member with ,ttuss of braced iup of trusses (EB) 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir a i The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least - two trusses. Top chords that are laterally braced can buclde Continuous and cause collapse If there is no diago- TOPCHORD nal bracing. Diagonal bracing should be nailed Top Chord TOPCHORD DIAGONALBRACE attached to the topside of the top chord. MINIMUM LATERALBRACE SPACING SPAN DEPTH SPACING(LBJ [#trusses] F Up to 32' 30" 8'Over 32'- 48' 42" 6' M42 Over 48'- 60' 48" 5' Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir a i The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least - two trusses. Top chords that are laterally braced can buclde Continuous and cause collapse If there is no diago- nal bracing. Diagonal bracing should be nailed Top Chord to the underside ofthetopchordwhenpudinsare Lateral Brace attached to the topside of the top chord. Required 10" End diagonals are essential for stability and must be duplicated on both ends of the truss system. =46° Attachmer Required ) 10 ses �2, spr/11F o•c o1\eo g'L/ A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can bucide together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. ► �� \ 30'(,D& C. All lateral braces lapped at least - two trusses. x46° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 Continuous Top Chord Lateral Brace Required 1011 Attachmer Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. iltd e 9 12 __ — -14 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING MINIMUM SPAN PITCH TOP CHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBs) r#trusses SP/DF SPF/HF Up to 32' 4/12 8 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 Continuous Top Chord Lateral Brace trusses. Required 10"orGreatel r 3T or/ IL Attachment Required Top chords that are laterally braced can buclde together and cause collapse if there is no diagonal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are at- tached to the topside of the top chord. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A SCISSORS TRUSS TOP CHORD TEMPORARY BRACING Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Conti nUOUS Tnn Chnrd Lateral Brac Required 10"orGi Attachmen Required Top chords that are laterally braced can bucIde together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of thetop chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least 2 trusses. Frame 3 M145o 12 /1\ TOPCHORD MINIMUM TOPCHORD DIAGONALBRACE PITCH LATERALBRACE SPACING(DBJ SPAN DIFFERENCE SPACING(LBs) [# trusses) SP/DF I SPF/HF UD to 28' 2.5 1 7' 17 12 Over 28'- 42' 3.0 6' 9 6 Over 42'- 60' 3.0 1 5' 5 1 3 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Conti nUOUS Tnn Chnrd Lateral Brac Required 10"orGi Attachmen Required Top chords that are laterally braced can bucIde together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of thetop chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least 2 trusses. Frame 3 M145o 12 /1\ ;45o 12 � 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD TEMPORARY BRACING SPAN MINIMUM PITCH BOTTOMCHORD LATERALBRACE SPACING(LB) BOTTOM CHORD DIAGONALBRACE SPACING(DBs) [#trusses] SP/DF 7 PF/HF Up to 32' 4/12 1 15' 20 1 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF- Hem -Fir SPF - Spruce -Pine -Fir ,-%V 4,%V All lateral braces lapped at least 2 trusses. S -,V BOTTOM CHORD PLANE A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Temporary cross bracing at each end of the building and repeated at WEB MEMBER PLANE Frame 4 I b Pat. 60,13k RAW, "0 f .g�u1��r�n.� I 4- -7 t11-2, PCU' �2 I�r' -� YzG — 2Cs�21c21 �- �I(z � I��c��-, Lu-- Lam. t. &v,,, lqll'/IhDt +L&K-) t G kffl tom AD 2. Tll-oo Sov') � � �� �'- tai l vfc. �� A 314q, 64 [;f /A<iat LL�e- LstD :L 12 NP ti X -2 - z t2 <2- 73 C) -2- [,11y �4s� �L 2 �(���i 4c LV44 y cl IV TF OF V4.4C1 (c) 1983-96 ENERCALC MIML MOONEY, KW -0601576 - .b=.: -MICHAEL MOONEY CIVIL ENGINEER 'RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 -53.0-533-21.31 _ ,�:.` ... _. .Date: 12/02/02 Page: TIMBER JOIST & RAFTER DESIGN �k(C) Pal DESIGN DATA 1— Timber Section 2X10 Deth in : 9.25 ..Width in : 1.50 Le: Unsupp ft : 2.00 Fb- Allow psi : 875.00 Fv- Allow ppsi : 95.00 Blastic Mod. ksi : 1600.00 Load Duration Factor 1.25 Stress Ratio ->> : 0.83 CENTER SPAN -OK- Span Length ft : 17.00 Uniform DL plf : 20.00 LL plf : 24.00 Point DL # : 1.00 LL # : 0.00 X-Dist ft : 8.50 RESULTS Mmax @ Cntr k-in : 19.12 X-Dist ft : 8.50 REACTIONS Left: Dead Load # : 170.50 Live Load # : 204.00 Right: Dead Load # : 170.50 Live Load # : 204.00 STRESSES -OK- Fb.. Allow psi : 1080.9 Fb— Actual psi : 894.1 - Fv.. Allow psi : 118.75 Fv.. Actual psi . 36.71 - DEFLECTIONS -- - _ - ---- -- . - --- - -_ _ -- �-0:2.39----- -----, -- -• ----- - _ .. X-Dist ft . -8.50 - DL Ratio 855 Live Load in : -0.285 X-Dist ft : 8.50 LL Ratio 716 Total Defl in : -0.523 X-Dist ft : 8.50 Ratio 390 V4.4C1 (c) 1983-96 ENERCALC MIML MOONEY, KW -0601576 - MICHAEL MOONEY CIVIL ENGINEER 'RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966, '530-533-2131 TIMBER JOIST & RAFTER DESIGN Date: -12/02/02 --Page: 2_ JC a C. S . DESIGN DATA 1 2 - Timber Section 2X10 2X8 ....Depth in : 9.25 7.25 .Width in : 1.50 1.50 Le: Unsupp ft : 2.00 2.00 Fb- Allow psi : 875.00 875.00 Fv- Allow ppsi : 95.00 95.00 Elastic Nod. ksi : 1600.00 1600.00 Load Duration Factor 1.25 1.25 Stress Ratio ->> : 0.83 0.41 CENTER SPAN -OK- -OK- Span Length ft : 17.00 12.00 Uniform DL plf : 20.00 7.00 LL plf : 24.00 20.00 Point DL # : 1.00 1.00 LL # : 0.00 0.00 X -Dist ft : 8.50 6.00 RESULTS Mmax @ Cntr k -in : 19.12 5.87 X -Dist ft : 8.50 6.00 - REACTIONS Left: Dead Load # ; 170.50 42.50 Live Load # : 204.00 120.00 _ Right: Dead Load # : 170.50 42.50 Live Load # : 204.00 120.00 STRESSES -OK- -OK- Fb.. Allow psi : 1080.9 1087.6 Fb.. Actual psi . 894.1 446.6 :.. Fv.. Allow psi : 118.75 118.75 Fv.. Actual psi : 36.71 20.03 _ a . - DEFLECTIONS - ;. _ -- 'Center.,,,_ - Dead Load- .. �- - -----------_ - X -Dist. ft . -8.506.00 _ r - DL Ratio 855 - 3298 Live Load in : -0.285 -0.122 X -Dist ft : 8.50 6.00 LL Ratio 716 1176 Total Defl in ; -0.523 -0.166 X -Dist ft : 8.50 6.00 Ratio 390 867 _ _ r V4.4C1 (C) 1983-96 ENERCALC NIML NOONEY, KW -0601576 K�t MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Lewercnz, Dan 02-2725 Letter of 12-09-02 Structural comments, Item 1) There are no walls at the east elevation, upper level (other than dormer walls which I consider tributary to the roof diaphragm). The shear transfer is roof to lower floor walls detailed in Section A on sheet 6. L� 6 v c-� -lm- Ph r7 F ux 1kt VA Lewerenz, Dan 02-2725.01 12/9/02 STRUCTURAL COMMENTS 1. Please show how lateral forces from the east wall(s), Upper Level, are collected and transferred to the foundation. 2. INFORMATION ONLY: available shear walls in Line 5 total 19'-0", with a resultant v=26IK/ft; the specified shear wall is still OK. Keith Long Plan Review Consultant PLAN REVIEW RESPONSE TORM In order to expedite the review of your plans, please complete the following information and return this form with your re-submiaa.. thin form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a N a' resp``nsC• to CVCr)',tcm ..Cjil��ir „ .`�i,r. 1� •,,. t.,•t `n,. :}.._ " {o ,- - 1,.....;# liI ,�.._ _ T., .. _. a- .... i, -'. C'.�_';•.:.;iv:, ::.:,C:•. vt �.. , t '- ??Cn '�+�.J:v.., . .. 's•�t r,.. i 1..;iS,. response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: l�iZiDZ ASSESSORS PARCEL NUMBER PERMIT NUMBER ntaru at uK r N UNtUN Lt I I tK UA I tU. l [� Cz PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: LE= csarT— — TK- UGLfT VckA q5 (J G 1tAT wiLS V40,Y9Y ON PLANS/CALCS: ` PLA ...k jCOMME M # RESPONSE'BY:" LOCATION ON PLANS/CALCS: - -- 2.443 pi's PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ST `Z OK VA . 5 k�-`C- OFESS/0 COMMENTS: �CS� Q IVI F m 1 . i Q � PLAN HECK ITEM # RESPONSE BY: LOCATION ,P N S- OF- Ao COMME.. L S: :. - ZCY�IC►�>c �:.:�cYLS' � (b_. C "C-iO U — (_ hr�.L_ I'2Mhe0- November 15, 2002 Dan Lewerenz 534 Silver Leaf Dr. Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 030-250-060 Building Permit Number: 02-2725 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 6 . Fire sprinklers are required in this house. Provide plans and calculations by a C-16 licensed contractor and apply for this permit. /Your parcel is in an area of highly expansive soil. Provide a soils index test, and if the ndex is greater than 20 the foundation must be designed by an engineer. Your energy calculations include the unheated storage areas. Either delete them from the energy calculations or I can mark unheated off of the plans. Your floor plan says the bedroom windows upstairs are 4040. However, they scale to 6040, and the elevations show 6040. The energy calculations show 4040's. Please / coordinate all of the plans and energy calculations. The energy calculations do not agree with the plans in regard to glazing areas. Please check glazing areas and coordinate with the plans. Please provide a letter from your engineer that the roof/ceiling construction is adequate to Jsupport fire sprinkler loads. �/ According to the energy calculations, ALL supply registers must be within 2 feet of the floor. That would include the upstairs. If this is not the case, please revise the energy calculations so they do not make this statement. STRUCTURAL COMMENTS: 1. See attached list by Keith Long. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. 1 of 2 Linda Simpson Plans Examiner 2 of 2 Lewerenz, Dan 02-2725 STRUCTURAL COMMENTS X Show all compliant braced wall panels and braced wall lines on the Plans for both -/ the residence and the garage, and engineer the remaining. �Z. Please correlate shearwalls and holdowns at Lines'5 and 6 with those specified in the calculations. /3� Please correlate detail D/2 with that shown on calculations p.6. f-T- fss alctaauions-do-not-eor-relate-with-t-he-Plan; the-span_is- ncer-rectr Keith Long Plan Review Consultant CERTIFICATE OF'COMPLIANCE: RESIDENTIAL Page 1 CF -1R - ------------------------ Project Title.......... LEWERENZ HOME, Date..11/20/02 06:07:54 Project Address........ SPARKY WAY ******* --------------- ---- /� OROVILLE *v6. 01 D,ocumentation•Author... MARTIN ALVIS******* ;{.Bu lding Permit # Alvis Heating and Air ; dpi �o?'- P.O. Box 5127. ; Plan Check / Date Oroville, CA 95966 530-534-8491. ; Field`Check/ Date Climate Zone........... 11 ------------------- Compliance Method..:... MICROPAS6 v6.01 for 2001.Standards.•by,Enercomp, Inc. M1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _; MICROPA'S6 v6.01 File-BER2361. 10th-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 236`1 sf Bu`' g T ldin ,•ype............... `Single Family Detached Construction Type New Building Front Orientation.' Front Facing 65 deg (NE) Number of Dwelling Units... 2 Number of Stories.....:..'.. 2 Floor Construction Type.... Rais.ed..Floor " Glazing Percentage......... 1'9.1 % of floor area Average Glazing U -factor... 0.59.Btu/hr-sf-F `;Average dlazing SHGC....... 0.7 Y ,Average-C.eiIing Height..... 9.8 ft BUILDING SHELL INSULATION ------------------------- Component Frame. Cavity Sheathing Total Assembly ,r Type Type R -value R -value R -value U -factor Location/Comments ------------- ------ -------- ------------------------ Wa 1.1 °rt {`� ''" , ' _. F Wood, R-17.8 R-4 k-17.8 0 . 065 10.Vi S IDE , CORNER WALL Roof,;,'; Wood R-11 R-27 R-38 0.025 ATTIC _Door ''� .? None ' R-0 Rv`0 R-0 0.330 SOLID WOOD Floor:%;Wood �R-19 R-0 R-19 0.037 t FENE STRAT I ON- ------------ Over- Area N-Over- Area U- Interior Exterior hang/ °•Orientation (sf) Factor SHGC Shading Shading Fins - - - - - - -'T - - - - - - - - - - - - - - - - - - - - - ` Window Front (NE) 15.0,,/0.600 0.650 S aIdard Standard Yes Window Front (NE) 15.0-/0 .600 0. 50 S� Standard Yes Door Front (NE) 33.0 0.580 0. a COUNT andard Yes ,Window Front (NE) 15.0✓0.600 0.gb%ag 0� a COUNTY Yes W.incow Front (NE) 15.0✓0.600 0.650 S ar� ���j' dard Yes Window Front '(NE) 12.0✓0:570 0.•67��� card None Window Front (NE) 4.0VOA7"0 0.670 S-tanda'r�do'V % tandard None Window Front (NE) 4.Otv0.570 0.670 Standard tandard None r Window Front (NE) 6.3 0.570 0.670 Standard Standard None Window Front (NE) 8.0V'0.570 0.670 Standard Standard None ' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... ----------------------------------------- LEWERENZ HOME Date..11/20/02 06:07:54 ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BER2361 Wth-CTZ11S92 Program -FORM CF -1R ------------------------------------------------------------------------------- User#-MP2308 User-A1vis'Heating and Air Run -HOUSE FENESTRATION ------------ Over- Area U-, Interior Exterior hang/ Orientation -------------------- (sf) Factor SHGC Shading Shading Fins Window Front (NE) ----- ------ ------ 8.0 LA.570 0.670 --------------- Standard -------------- Standard ----- None Window Left (SE) 15.0L/0.600 0.650 Standard Standard Yes Window Left (SE) 15.0L/0.600 0.650 Standard Standard Yes Window Left (SE) 14.0'/0.570 0.670 Standard Standard None Window Left (SE) 24.0-/0.600. 0.650 Standard Standard None Window Back (SW) 15.0 ✓0.600 0.650 Standard Standard None Window Back (SW) 15.0 ✓0..600 0.650 Standard Standard None Door Back .(SW) 53.0 L-0.580 0.900 Standard Standard None Window Back (SW) 16.0;0.600 0.650 Standard Standard None Window Back (SW) 6.Ov 0.570 0.670 Standard Standard None Window Back (SW) 16.0''0.570 0.670 Standard Standard None Window Back (SW) 6.0''-0.570 0.670 Standard Standard None Window Back (SW) 6.3, 0.570 0.670 Standard Standard None Window Right (NW) 6.0 0.870 0.700 Standard Standard Yes Window Right (NW) 6.0 -0.600 0.650 Standard Standard Yes Window Right (NW) 6.Ov 0.600 0.650 Standard Standard. Yes Window Right (NW) 20.OL/0.600 0.650 Standard Standard Yes Window Right (NW) 24.0'0.600 0.650 Standard Standard None Window Front (E) 8.0 0.600 0.650 Standard Standard None Window Left (S) 8.00.600 0.650 Standard Standard None Window Left (S) 8.0%0.600 0.650 Standard Standard None Window Back (W) 8.0 0.600 0.650 Standard Standard None Window Back (W) 10.0 ✓0.600 0.650 Standard Standard Yes Window Right (N) 10.Ov 0.600 0.650 Standard Standard Yes HVACSYSTEMS c-j Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ------------ Efficiency ------------ Airflow ------------------ Location R -value Leakage D Type .Furnace 0.800 AFUE n/a Crawlspace ------- R-4.2 ------- ------ No No ---------- Setback ACPackage 10.00 SEER No Crawlspace R-4.2 No No Setback Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R ---------------------------------------------- Project Title......'.... LEWERENZ HOME Date..11/20/02 06:07:54 ------------ --------------------------------------------------------� ' MICROPAS6 v6.01 File-BER2361 Wth-CTZ11S92 Program-FORM CF-1R , User#-MP2308 User-Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or ** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ---------- ---------------- Project Title.......... LEWERENZ HOME Date..11/20/02 06:07:54 -------------------------------------------------------- MICROPAS6 v6.01 File-BER2361 Wth-CTZ11S92 Program -FORM CF -1R ; User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------,------------------------------------------------------------- COMPLIANCE STATEMENT This certificate -of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This -certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... DON BERGER Name.... Company. BERGER CONST. Company. Address. P.O. BOX 5304 Address. OROVILLE CA. 95966 Phone... 530-589-4205 Phone... License. B3973�- Signed.. `0 248`igned.. (date) ENFORCEMENT AGENCY Name. . , Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR MARTIN ALVIS Alvis Heating and Air P.O. Box 5127 Oroville, CA 95966 530-534-8491 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title...... .... LEWERENZ HOME Date 11/20/02 06:07:54 Project Address........ SPARKY WAY ******* --------------------- OROVILLE *v6.01* ; Documentation Author... MARTIN ALVIS ******* ; Building Permit # ; Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date ; Oroville, CA 95966 ; 530-534-8491 ; Field Check/ Date Climate Zone. 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. --------------------------------- ---------------------- ----------------------------- MICROPAS6 v6.01 File-BER2361 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. .When this checklist is incorporated into the permit ,documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. .� 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/ inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 04� 150(f): Special infiltration barrier installed to comply with / Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF-1R --------------------------------- Project Title.......... LEWERENZ HOME Date..11/20/02 06:07:54 - - ----------------------------------------------- MICROPAS6 v6.01 File-BER2361 Wth-CTZ11S92 Program-FORM MF-1R User#-MP2308 User-Alvis Heating and Air Run-HOUSE ---------------------------------------- --------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or / cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non- recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct-closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually -operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no*electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... LEWERENZ HOME Date 11/20/02 06:07:54 ---------------------------- MICROPAS6 v6.01 File-BER2361 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------ ------------------------------------------------------------- resistande heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation / pump time switch. V 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). (/ LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall •have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of.the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. �1 COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------- Project Title.......... LEWERENZ HOME Date..11/20/02 06:07:54 Project Address........ SPARKY WAY ******* -=------------------- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* ; Building Permit # Alvis Heating and Air P.O. Box.5127 ; Plan Check / Date Oroville, CA 95966 ; 530-534-8491 ; Field Check/ Date Climate Zone........... 11 - --------------------- Compl'iance Method...... MICROPAS6 v6.0.1 for 2001 Standards by Enerc.omp, Inc. --------------------------------------------------- MICROPAS6 v6.01 File-BER2361 Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis 'Heating and Air Run -HOUSE ------------------------------------ .-------------------------- ----------------- = MICROPAS6 _ ENERGY USE SUMMARY = ---------------------------- = Energy Use Standard Proposed - Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 13.89 ---------- 13.49 ---------- - 0.40 = - Space Cooling.......... 13.11 24.42 -11.31 = - Water Heating.......... 118.72 0.00 18.72 = = Total 45.72 37.91 7.81 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2361 sf Building Type. .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 65 deg (NE) Number of Dwelling Units... 2 Number of Building Stories. 2 Weather Data Type........... ReducedYear Floor Construction Type.... Number of Building Zones'... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor:.. Average Glazing SHGC....... Average Ceiling Height...... Raised 2 23024 0 sf Floor c 19.1 % of floor area 0.59 Btu/hr-sf-F 0.7 9.8 ft COMPUTER METHOD SUMMARY Page 2 C -2R ---------------------------- Project Title.......... LEWERENZ HOME Date..11/20/02 06:07:54 MICROPAS6 v6.01 File-BER2361 Wth-CTZllS92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ; ----------------------------------------------------------------------------=-- Zone Type B. STORY Residence T.STORY Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area- Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft). (sf) Credit ------------ ----------------------- ----- -------- --------- 1759 18208 602 4816 Area Surface (sf) B. STORY 17.8 1 wall 355 2. Wal 1 94 4 Wall 82 5 Wall 98 7 Wall 241 8 Wall 288 9 Wall 50 10 Wall 128 11 Wall 20 13 Wall 16 14. Wa11 8 15 wall 16 16 wall 14 17 Wall 14 18 Roof 1759 20 Door 12 21 Floor 1,759 T.STORY W.19.2X6.16 3. Wal 1 36 6 Wall 109 12 Wall 109 19 Roof 602 Orientation U_ factor B. STORY 17.8 65 1 Window Front (NE) 2 Window Front (NE) 3 Door Front (NE) 4 Window Front (NE) 1.00 Yes Setback 8.0 Standard No 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES --------------- Insul Act Solar Form 3 Location/ R-val Azm Tilt Gains Reference Comments 0.065 17.8 65 90 Yes W.19.2X6.16 OUTSIDE 0.065 17.8 65 90 Yes W.19.2X6.16. OUTSIDE 0.065 17.8 155 90 Yes W.19.2X6.16 OUTSIDE 0.065 17.8 155 90 Yes W.19.2X6.16 OUTSIDE 0.065 17.8 245 90 Yes W.19.2X6.16 OUTSIDE 0:065 17.8 245 90 Yes W.19.2X6.16 OUTSIDE 0.065 17.8 335 90 Yes W.19.2X6.16 OUTSIDE 0.065 17.8 -335 90 Yes W.19.2X6.16 OUTSIDE 0.065 17.8 335 90 Yes W.19.2X6.16 OUTSIDE 0.065 17.8 110 90 Yes W.19.2X6.16 CORNER WALL 0.065 17.8 200 90 Yes W.19.2X6.16 CORNER WALL 0.065 17.8 290' 90 Yes -W.19.2X6.16 CORNER WALL 0.065 17.8 290 90 Yes W.19.2X6.16 CORNER WALL 0.065 17.8 20 90 Yes W.19.2X6.16 CORNER WALL 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 0.330 0 335 90 Yes None SOLID WOOD 0.037 19• n/a 0 No FC.19.2X8.16 0.065 17.8 65 90 Yes W.19.2X6.16 OUTSIDE 0.065 17.8 155 90 Yes W.19.2X6.16 OUTSIDE 0.065 17.8 335 90 Yes 'W.19.2X6.16 OUTSIDE 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 15.0 0.600 0.650 65. 90- Standard/0.76 Standard/0.68 15.0 0.600 0.650 65 90 Standard/0.76 Standard/0.68 33.0 0.580 0.900 65 90 Standard/0.76 Standard/0.68 15.0 0.600 0.650 65 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... L$WERENZ HOME Date 11/20/02 06 07 54 ------------------------------------------------------- MICROPAS6 v6.01 File-BER2361 Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- Orientation ---------------------- 5 Window Front (NE) 6 Window Front (NE) 7 Window Front (NE) 8 Window Front (NE) 9 Window Front (NE) 12 Window Left (SE) 13 Window Left (SE) 14 Window Left (SE) 16 Window Back (SW) 17 Window Back (SW) 18 Door Back (SW) 19 Window Back (SW) 20 Window Back (SW) 21 Window Back (SW) 22 Window Back (SW) 23 Window Back (SW) 24 Window Right (NW) 25 Window Right (NW) 26 Window Right (NW) 27 Window Right (NW) 29 Window Front (E) 30 Window Left (S) 31 Window Left (S) 32 Window Back (W) 33 Window Back (W) 34 Window Right (N) T.STORY 10 Window Front (NE) 11 Window Front (NE) 15 Window Left (SE) 28 Window Right (NW) Area Surface (sf) ----------- ----- B. STORY FENESTRATION SURFACES Area U- Act (sf) factor SHGC Atm Tilt ----- ----- ----- --- ---- 15.0 0.600 0.650 65 90 12.0 0.570 0.670 65 90 4.0 0.570 0.670 65 90 4.0 0.570 0.670 65 90 6.3 0.570 0.670 65 90 15.0 0.600 0.650 155 90 15.0 0.600 0.650 155 90 14.0 0.570 0.670 155 90 15.0 0.600.0.650 245 90 15.0 0.600 0.650 245 90 53.0 0.580 0.900 245 90 16.0 0.600 0.650 245 90 6.0 0.570 0.670 245 90 16.0 0.570 0.670 245 90 6.0 0.570 0.670 245 90 6.3 0.570 0.670 245 90 6.0 0.870 0.700 335 90 6.0 0.600 0.650 335 90 6.0 0.600 0.650 335 90 20.0 0.600 0.650 335 90 8.0 0.600 0.650 110 90 8.0 0.600 0.650 200 90 8.0 0.600 0.650 200 90 '8.0 0.600 0.650 290 90 10.0 0.600 0.650 290 90 10.0 0.600 0.650 20 90• Exterior Shade Type/SHGC -------------- Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 81.0 0.570 0.670 65 90 Standard/0.76 8.0 0.570 0.670 65 90 Standard/0.76 24.0 0.600 0.650 155 90 Standard/0.76 24.0 0.600 0.650 335 90 Standard/0.76 OVERHANGS AND SIDE FINS Interior Shade Type/SHGC -------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Left Rght Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext ----- ----- ---- ---- ---- ---- ---- ---- ---- -- Dpth Hght 1 Window 15.0 3.0• 5.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 15.0 3.0 5.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 33.0 5.0 6.67 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 1.5.0 3.0 5.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 15.0 3.0 5.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 15.0 3.0 5.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... LEWERENZ HOME Date..11 20 02 06:07:54 ------------------------------------------------- MICROPAS6 v6.01 File-BER2361 Wth-CTZi1S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- System Type ------------- B.STORY Furnace ACPackage T.STORY Furnace ACSplit Dpth Hght Ext Dpth Hght n/a n/a Area n/a n/a n/a n/a Left Rght n/a Surface ----------- (sf) ----- Wdth ----- Hgth Dpth Hght Ext Ext Ext 13 Window 15.0 3.0 ----- 5.0 ---- 8.0 ---- 0 ---- n/a ---- n/a ---- n/a 24 Window 6.0 2.0 3.0 32.0 0 n/a n/a n/a 25 Window 6.0 2.0 3.0 8.0 0 n/a n/a n/a 26 Window 6.0 2.0 3.0 8.0 0 n/a n/a n/a 27 Window 20.0 4.0 5.0 6.0 0 n/a n/a n/a 33 Window 10.0 2.0 5.0 7.0 0 n/a n/a n/a 34 Window 10.0 2.0 5.0 7.0 0 n/a n/a n/a System Type ------------- B.STORY Furnace ACPackage T.STORY Furnace ACSplit Dpth Hght Ext Dpth Hght n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** ** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS -REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. HVAC SYSTEMS ------------ Refrigerant Tested ACCA Minimum Charge and . Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff 0.800 AFUE n/a Crawlspace R-4.2 No No 0.772 10.00 SEER No Crawlspace R-4.2 No No 0.689 0.800 AFUE n/a Attic R-4.2 No No 0.767 10.00 SEER - No Attic R-4.2 No No 0.669 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** ** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS -REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. COMPUTER METHOD SUMMARY Page 5' C -2R Project Title.......... LEWERENZ HOME Date..11 20 02 06:07:54 ------------------------------------------------------ MICROPAS6 v6.01 File-BER2361 Wt;h-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run -HOUSE --------------------------------------------------------------------------------- HERS REQUIRED VERIFICATION ---------------- This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS r HVAC SIZING Page 1 HVAC ------------------------------------ Project Title.......... LEWERENZ HOME Date..11/20/02 06:07:54 Project Address........ SPARKY WAY ******* --------------------- OROVILLE *v6.01*. Documentation Author... MARTIN ALVIS ******* ; Building Permit # Alvis Heating and Air P.O. Box 5127 Plan Check / Date Oroville, CA 95966 530-534-8491 Field Check/ Date , Climate Zone. .. 11 --------------------I Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------- ------------------------- MICROPAS6 v6.01 File-BER2361 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2308 User -Alvis Heating and Air Run-HOUSE --------------------------------------------------------------- ---------------- GENERAL INFORMATION ------------------- Floor Area ................. 2361 sf Volume ..................... 23024 cf Front Or.ientation.......... Front Facing Sizing Location............ OROVILLE RS Latitude .................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Des.ign...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used ........ No Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY 65 deg (NE) -------------------------------- Heating Cooling Description (Btuh) (Btuh) ------------------------------------------------------- Opaque Conduction and Solar...... 9477 5419 Glazing Conduction ............... 10702 6956 Glazing Solar .................... n/a 20588 Infiltration ......:............... 13096 5377 Internal Gain........ .......... n/a 3450 Ducts ............................ 3327 2427 Sensible Load .................... 36602 44217 Latent Load ...................... n/a 13265 >----------- Minimum Total Load 36602 ----------- 57482 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 2 HVAC ---------------------------------- Project .Title .......... LEWERENZ HOME Date..11/20/02 06:07:54 ------------------------------------------- MICROPAS6.v6.01 File-BER2361 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- HEATING AND COOLING LOAD SUMMARY BY ZONE ---------------------------------------- ZONE 'B.STORY' Floor Area ....................... 1759 sf Volume........................... 18208 cf ZONE 'T.STORY' Floor Area.... 602 sf Volume ........................... 4816 cf Heating Cooling Description (Btuh) ` (Btuh) --------------------------------- Opaque Conduction and Solar...... ----------- 8220 ----------- 4343 Glazing Conduction * 9185 Infiltration ..................... 5970 Glazing Solar .................... n/a 17928 Infiltration......... .......... 10357 4252 Internal Gain .................... n/a 2550 Ducts ............................ 2776 1752 Sensible Load .................... 30538 36796 Latent Load ...................... n/a 11039 Minimum Zone Load ----------- 30538 ----------- 47835 ZONE 'T.STORY' Floor Area.... 602 sf Volume ........................... 4816 cf Sensible Load .................... 6064 LatentLoad ...................... n/a Minimum Zone Load 6064 Cooling (Btu -h) 1076 986 2660 1125 900 675 7421 2226 9648 Heating Description --------------------------------- (Btuh) Opaque Conduction and Solar...... ----------- 1257 Glazing Conduction _............... 1517 Glazing Solar .................... n/a Infiltration ..................... 2739 Internal Gain .................... n/a Ducts............................ 551 Sensible Load .................... 6064 LatentLoad ...................... n/a Minimum Zone Load 6064 Cooling (Btu -h) 1076 986 2660 1125 900 675 7421 2226 9648 - MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Butte County Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Soils Investigation Dan Lewerenz Apn. 030-250-060 November 26, 2002 On this date I made a site inspection of the soils on subject property. The soils on the site are best classified as UBC Class 4 soils, silty gravel, or gravelly silt. The soil is compact and undisturbed. There is no evidence of expansive soil. Thank you for your consideration. Yours,` Permit Clearance ❑ APPROVED CONDITIONALLY APPROVED 02— 2—) 2Z, Genera/Information Owners Name:�(� Same as Computer Information: �No []Yes Address: y I Q !2, n c'�. D •d' \/ (-",D a .... .: ._ . __ . Provertvinformaftly dv" ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL"' - :, Permit #6& & Cyt-• &1 &� Date' J. AP #: _eQSD r!olJ Zone District: A R ^ 10Date Zoning Code Street & Highways o • r.. f Zoning Ordinance: 2 — ) — General Plan: AR So (—,/L Development Agreement: Side D Use Permit: Variance: Parcel Is In: Land Conservation Agreement BNo ❑ Yes, check use Minimum Acreage: - -• - Nitrate Action Plan No ❑ yes Violation Area J&No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑yes, use 1 1 1 / 09 b 0 Q, Floodplain C No ❑ yes Zone: _ Panel Number: Watershed Protection Zone No ❑ Yes Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ff SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel er Proposed Use Complies With• 5 General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Famiiv Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use ❑ Other ❑ Other ' Zoning Code Street & Highways Fire Prevention Subdivision Ma Front So (—,/L Side D Side street Rear 10 Heioht Permit Clearance Environmental Health Issues Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: r " Map Date of Recording: 1 Lot: Block: Book: I S a Page: 124 Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: �12� yl�n� jVJS7`AtiL�3J_ t� -T-C, Name ILEWERENZ DAN & HOLLY JEAN Addrl 1534 SILVERLEAF DR Addr2 OROVILLE CA 95966.3940 Addr3 Addr4 Comments IWAS 030 250 038 S135.45/47 HIGH Creating D oc#1 1994RS135-45 Date 10!27!1994 Current Doc# 200080043583 Date 111!13!2000 Killing Doc# Date! Asmt Desc LOT 9 HIGH SIERRA SuplCnth Zoning F- D well r0 AcreslSq Ft rl0.33 NIC 030 r'' t Asmt # I t Fee # 030.250.060.000 Status JACTIVE --Status Date 10!27!1994 Tax 000 INORMAL OWNERSHIP TRA 057.006 Situs BaseDt 11/13/2000 ; ; Land 40,800 Strutt - r Timber Preserve r AgPres 0 r Fixtures 0 (-- Not Notes Growing 0 r Bonds Total L&I 40,800 r Multi Situs Fix. RF 0 r Flag1 MH PP 0 r Flagg PP _ 0 f 910 MH Exempt 0 r Asmt PP Pen j Net' n .� 0,800 r Tax PP Pen R!C#� f Appeal Pending T!R Dt j— Split Pending R!C StatF H0N I ATT I SIT I APR, I PCL 2002 isa, 07123/2002 6:02:00 PM Find 1 030-250-060 N 030-250-060 99-2875 HAUPT, 'JAUES R. SPARKYWAY, R VILLE CONTR:'KARSTEN COMPANY Mil ON PERM FND, NEW SITE - p I I COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: James R. Haupt ADDRESS: 33 Walnut Circle CITY & STATE: Rohnert Park, CA 94928 DATE OF CLAIM: 12/27/99 ..R E CD E 1 V -F-41-;, �.°I? n, 6 ZK1u' IMPORTANT.• SEE INSTRUCTIONS SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES ON REVERSE SIDE DATE T DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner decided not to build. (AP//030-250-060, BPJ/99-2875, receipt #281185, Dated 12/27/99, owner: James R. Haupt.) Total amount paid $856.25 Retain refund processing fee $25.00 Retain buidling permit filing fee $20.00 Retain plumbing permit filing fee $20.00 Retain electrical permit filing fee $20.00 Retain plan checking fee $23.00 Total amount to be retained $108.00 Total amount to be refunded $748.25 TOTAL $ 748. 25 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. t� � c- �- Dated this � day of �Q,7 L , 2000 , at J .J Calif Si ure of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or arti s ecified above a bee performed or delivered and that there is a Budget Appropriation [ I or Specific Board Approval �[ I (Check one) for e Dated this �_ day of A, 2000 , at �/t'.V��C.C.L� Calif. DeEbrtment Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 for $413.25 PAYABLE F OM CONSTRUCTION PERMITS FUND Dept. Code _1800 Exp. Code _1011811 for $335.00 PAYABLE FROM–SHERIFF DEVELOPMENT FUND Dept Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY j DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. March -30, 2000 James R. Haupt 33 Walnut Circle Rohnert Park, CA 94928 Dear Mr. Haupt: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Request for refund (A.P. #030-250-060) Your request for a refund was received by our office. Please find attached a general claim form ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have any questions concerning this matter, please contact Alice Mefford of this office at (530)538-7541. Yours very truly, Mic 4Vieira Manager, Building Inspection MCV : aam attachment County LAND OF NATURAL WEALTH AND BEAUTY March -30, 2000 James R. Haupt 33 Walnut Circle Rohnert Park, CA 94928 Dear Mr. Haupt: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Request for refund (A.P. #030-250-060) Your request for a refund was received by our office. Please find attached a general claim form ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have any questions concerning this matter, please contact Alice Mefford of this office at (530)538-7541. Yours very truly, Mic 4Vieira Manager, Building Inspection MCV : aam attachment COUNTY OF BUTTE } Oroville, California GENERAL CLAIM CLAIMANT: James R. Haupt ADDRESS: 33 Walnut Circle CITY & STATE: Rohnert Park, CA 94928 DATE OF CLAIM: 12/27/99 IMPORTANT.- SEE INSTRUCTIONS SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner decided not to build.(AP#030-250-060, BP#99-2875, receipt #281185, Dated 12/27/99, owner: James R. Haupt.) Total amount paid $856.25 Retain refund processing fee $25.00 Retain buidling permit filing fee $20.00 Retain plumbing permit filing fee $20.00 Retain electrical permit filing fee $20.00 Retain plan checking fee $23.00 Total amount to be retained $108.00 Total amount to be refunded $748.25 TOTAL $ 748. 25 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. Dated this day of , 2000 , at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation [ I or Specific Board Approval [ I (Check one) for the same. Dated this day of , 2000 , at Calif. Department Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 for $413.25 PAYABLE FROM CONSTRUCTION PERMITS FUND Dept. Code _1800 Exp. Code _1011811 for $335.00 PAYABLE FROM—SHERIFF DEVELOPMENT FUND Dept Code Exp. Code PAYABLE FROM 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. FOR BUILDING DIVISION USE. Receipt Information: Number: Date: Issued To: Amount: V 12- -7 t1i �- kSI�.�S Fees Retained: /Process-ing Fee: Bldg Filing . Fee: /Plbg Filing Feer /Ele.c. 'Filing Fee: Mech Filing Fee: -.Energy P/C Fee: /Plan Check Fee: Inspection Fee: SRA Fee: -.-..----+ Total 1 - Amount Retained TOTAL REFUND DUE $ t: JI REFUND CLAIM APPLICATION CLAIMANT'S NAME �� S C<, - 14-6W I, MAILING ADDRESS ASSESSOR PARCEL #: © SO- 0- n— 0 (P 0 RECEIPT NUMBER(S) Request a refund of fees paid on t e above r c ipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Check those_ categories which you wish to have refunded.) ( ) Building Permit Fees ( ) Sheriff Fees ( ) SRA Fees (CDF Fire Planning) ( ) Urban Area Fees Disposition of Plans: 2 (--) Plans returned to me at counter ( ) Please mail plans to meat above address. ( ) Please dispose of plans. SIGNATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. COUNTY OF BUTTE - DEPARTMENT OP DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Ce'hter Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE IT NO. APPLICATION AND PERMIT PA AS RCELNUMBER 030-250-060 ZONING — 6 U BUILDINGPERMIT HAUPT, JAMES R. TELEPHONE TEUHONE 533-4538 SO. FT. OCC. BUILDING VALUATION 1953 R 105,462 .OWNERS MAILING ADDRESS 33 WALNUT CIRCLE, ROHNERT PARK, CA 94928 CONTRACTOR'S NAME KARSTEN COMPANY 916 I TELEPHONE 363-2681 CONTRACTOR'S MAILING ADOREg998 OLD PLACERVILLE RD., SAC 95827 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 105 462 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 330.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS SPARKY WAY, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 373.25 LOT NO.n 9 SUB DIVISIONS NAME HIGH SIERRA ESTATE PARC L MAP PLUMBING PERMIT Pilin Fee 20.00 g USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MH ON PERM FND, NEW SITE Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W 1 920.00 60.00 PERMIT FEE $ 80,00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".*A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. NO. OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CCU000A NEW coNsr. owEUING occuP. DWE200ALLING OR ADDNS. ( & ACC. BIDS. 3,5Qso. FT. NON -I . OUTLET SID @7,50 OWER APPARATUS 8 SINGLE OunEr R. Ex. OCCU ounFr OR FIXTURES BA� p': o Ex. Occup. ouTLEEDrsA PEESS,p.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) X I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ® Date I Sign of Apolicant - wrier Contractor 13 Agent An HA permit is requir for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL F $ 496.Z/5 HAZ. i D. FEES CDF PAR Pp H ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. 281185 $496.25 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT cpm -7, e 7 -69�4 - R9 -707 ��S- -/91& t. .. .. ,. ..—•e:::�,�j%'id:...�v�:'"'-';;-:'.�, .�",� �"�,.l��l�.�'`i`�Sr-=8'�.,e�''1�4'"}'�t's4F';?�4;�s�'�y't �;'!�w :�'!'��.�`..w%�'?N,,iF`: � .:.`' �' - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 4 - 7 COiJNTY CENTER DRIVE - OROVILLE CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATIONDATA SHEET y -OWNER �L� lC- LL 7- ASSESSORPARC ER: a �� — �-J-D -,066 Proposed Building Use: 44 /-f- Faux Prr" Building Inspector: , Date: / Z - Z -7 —S . At time of permit application, I was -advised the foffowing data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans ------------------------------------------------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. -=--------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature onrplans. All engineering must be shown on plans. -------- 1 ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------- 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑7. ent of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- rous Material Fo------------------- -------------------------------------------------- =------------ 9. anufactured data and installation instructions ' cludingTieDown S ecificatio --- ----- _. p 4' &V 1 ❑ 10 ees of $---------------------------- , ' r Impact fees as shown on the attached schedule. _aiz-`------------------------------------------- ---- ❑ 12. California Department of Forestry plan approval/fees.---------------------------------------------------------_ ❑Flood elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation and plot plan approval Health Department. ------------------------------------------- Ell 5. ------------------------------------------ ❑15. City of Chico plumbing permit- -------------------------------------------------------------------=--------------- ❑ 16. Plot plan and business license approval from the City of Biggs. -------------------- - -------- 0 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. CC6ntact Land Development about ElImprovements, ❑ Drainage, ❑ Legal Parcel. ------------------------ 219-. Encroachment Permit for driveway (construction approval prior to occupancy). ���t--«A---------- N,020. ------ N❑20. Pre -inspection for required Request to Building' Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ '0 22. ----------------------------------- •❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ..C324. trer of signature authorization.------------------------------------------------ ------------------------------- 5. Recorded copy of Agricultural Acknowledgment Statement. ----------------------=--------------------------- ❑ tter of intent on building use. ----------------------- ----------------------------------------------------------- ;, 27. Manufactured Home utility clearance. ti 1728. Existing ka ,L�rS. vClati ns and/or expired permits --- ----------------------------- ❑29. ❑433A,Grant Deed, U M.H. Title! ►Cck to H.C.D $ ----- `-`-------- 30. Other:' When you issu the permit, process as follows ❑ Mail to owner, ❑M ' to contractor. 4 OTeI hone -53® -S33 4_5`7, " ' ep and hold for pickup at office. ❑Deliver with inspector. 07- S 4-Fq1 g Applican . Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑&Wollution# Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departme Other: Date: By: S 1. Index permit application for the above items numbered: d °� ❑ Plan Check List 2. Additional items required: +I i2-27-1 � (Date) Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:- Contractor, ate:-Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ BuildinQ vision counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached El Floor Plan AttajW Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Loca ion AP# Plan Approved FFffo�or�n: Sewage Disposal Water Supply: Public Private Well"< Clearance for�Mdwelling. Other Hold final for: Final clearance O.K. for: NOTE: -7� s Environmental Health Spec' ist �� Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER Q PPM CJ t�[ A-,4- p—r- PROPOSED BUILDING USE Al -:(- ��' Fo'l 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... ''- 2. V SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ I x $360.00 = $_36(3 Units P Commercial (sq.ft.)... , x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION) AND PLAN CHECK $89.00 (paid at Building Division) l/ 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # D 10 ._ '� DATE/ Z s Z% `—�757" RECEIPT # DATE REC- R At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE � %� Pursuant to GoveftaTient Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) I "I I w L0r-v=Lvrmtn I btHVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 f Telephone (530) 538-7541 _ (Rev. 12/96) APPLICATION AND PERMIT PERMIT N. N RPARCel o O - 0 ANO BUILDING PERMIT oweMe SQ• FT. I OCC. BUILDING VALuarrnu 3o S33 L4S2C OWlal, WARM ADMAN 33 h✓ i -m T % c OONTRACTOR, NM! OONrRACT011, IrAUMo )1'5k aAL a .!0 ooNeTwucrloM ueoel lV VTLEM MEMOFA ua I" MAMMO ADORlp Temporary ARCH"CT 0119NOU*M P3•00 ARGfncT 00 MMMV IAWNO ADC 0:4 auaofaAooRess Wsc. Witing LOT NO. // 1 susWeairs M1! _; Op,l^ 4A S t+52 Fire lace acerae No. Total Valuation S Filing Fee S Permit Fee Oc j a -Z S Plan Checking Fee S t.../' !e�2� Energy Plan Checking Fee i i PERMIT FEE S V --7'Cl- t CST E'�- PLUMBING PERMIT USEOF UCTURE Each Tr Solar or heat pump water heater SF O Duplex O Mobilehome Other Water piping fveery TYPE OF WORK Each gas water heater or vent Gas piping stem t - 5 outlets New O Addition ❑ Remodel ❑ iffee O installation Other O Building sewer Describe Work: (�f C Mobile Home W PERMIT FEE S ELECTRICAL PERMIT Main Service r 00010q �f 20" OR u¢ss Main Service ( 200A TO IOWA 0 7.00 23.00 15.00 15.00 1 5. 00 15.00 020.00 / 20.00 M U «ru Fee 20.00 23.00 p2 cJLI 46.00 EX. Occu ovnar oR tOnURp m 0 1.00 aAL a .!0 Ex. Occup. VTLEM MEMOFA 5.00 Temporary Service P3•00 Mobile Home Facilities 20.00 Wsc. Witing 23.00 PERMIT FEE S q. 2 eC> MECHANICAL PERMIT Flinn Fee 1 20.00 I Hood 6.50 Ventilation PERMIT FEE I S Mobile Home Installation Fee i Energy Inspection Fee S occ co -T. V - TOTAL FEES �IA2. 0. It, IUP :L000 COf PAAC0. VO 1O I GSE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON iD.ul L �X gtmTt� "�U'Z D G DEpA T S� p Fi� q V• J.A t xxxxxk x wkxx� OL b e e 2 k ° $3 SoNB2§ 2 �2/ /k\ No. 18:3 P.z � - ¥ a 7 �� _� � 4 I o R" k Kr �) / a 2 ■ $ : ) z S / - 2 }\�.9 co � /z �o �§ 7 ( ) 22/7 2 E) LO a- , . a: CD \..... % Q FT44651,ke� § - - a _� � 4 � Q 4� ƒk-© k �) / : ) cs / - 2 }\�.9 co § �2E@ § - - Loi _� zd k �) / - 2 &. �§ 7 ( ) --toll k E) LO a- , . a: CD 1. Owner's Name: T'AMcS %Z BAzl lJ T 2. Assessor's Parcel Number: 0.3 O --25'0 -. G 4,o 3. Installer's Name: l.. u S o t-, A -fa P" e 4. Is the site currently under permit? Yes No f,4 Permit No. -J-7- 19 rJS' 5. Is the site an existing site? Yes[ ] NoM (Ifyes, furnish two plot plans). 6.. What is the electrical rating of the. mobilehorrie?_.Amperes. 17 7. What is the mobilehome site circuit breaker.rating?Amperes. 8. What is the elotrical rating of Amperes. 9. Is the main service remote from the mobilehome site? Yes[ .] Nok] If it is, what is the rating? Amperes. 10. Is there any other electric load to btie served by the mobilehome site electric service (i.e. well, garage.etd:)? Yes(` No{ ] Ifyes, please.identify the load and size: a) The mobile home site: Load-'W3-!-LL,r-sP6-,-,41.ak Shah Amperes- 60 b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[ None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobi1ehome?_Z9_(ft.). 14. What is the mobilehome gas demand? �//i9- B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION g1)ILONG DEP P P 0� May 1995 8.5 Mobilehome Manufacturer: kex v 5 L e t, Manufacture Year: oo o If other than single wide, furnish Setup Model Number: IC 5 Width: LI 0 (ft.) Length: (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. FOOTINGS: Wood pressure treated or foundation grade[/) Other: kSUPPORTS: Concrete blocOther: Provide Tie Down Specifications for all Mobilehomes: Line 1 Piers: Size minimum: r 1 x Spacing maximum: I t` From ends -maximum: 4` Line Z Piers: Size minimum: [ ] x [ Spacing maximum: ` From ends -maximum. ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ x [ Au -.fit,*` �1 Each side of openings bI' 77AAt< -J with width over: ° Tek CZ Line 4 Piers: /R/#Q 3V Size minimum: x CA. aIrat'i' Spacing maximum: C S �- From ends -maximum: ` a v• c;Ie a 130",16"1 ou 1dii 3or �o.. I ISO/, I I ao,3`,, I ha�/, OVER w ,�.�� r,� IL -S, Building Permit Number: W.-IRP75 Owner Name: Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, ❑ H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit Number: g %s Owner Name:Q,i r Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. 0 The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of I feet from the side and d0 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 January 10, 2000 James Haupt 33 Walnut Circle, Rohnert Park, CA 94928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Building Permit Number: 99-2875 Assessor's Parcel Number: 030-250-060 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Please fill out the Mobilehome Installation Data sheet, both sides, including all pier sizes and locations. 2. Fire sprinklers are required in this mobile unless fire hydrants are installed. You must apply for a permit for the fire sprinkler supply system with calculations done by a person with a C16 license. Sincerely, Linda Sexton - Building Inspector III. 1 �U � aV APPROVED Butte County Envirompento Health ®ate �---- Signature 21» Vv Ate" 1G`72_Io" U', " 1 r32�= —� Environmental Health DEC 0 31999 7 County Omer fte 001410, Ca 6 APPROVED Butte County Enviro-nmento Health --- Date------ Signature -YA "g&J--1k e T 1,953 Square Feet Revised 4199 Specifications Subject to Change without Notice _nvlronmsntaf Health DEC 0 31999 7 County center OnVE nrAulfle, Ca CfL BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District�S Building Department No. A.P. Number D3 it — 7 -s -Q— 06 Q Jurisdiction: � City County Property Owner 7- AZ-- PIr r*L _ ' 1-4- A� t, .0 7— Property Location/Address Subdivision Residential Development E / No of Living Mobile Home ,-__..._Units Installation (Phone Number) �1L t VY �1'v Commercial/Industrial •J'�1�� New _ Addition Conversion Permit # Building Department 104 - 06q Sq. Footage– I �/ (Group R) Sq. Footage (Including Exterior Roofed Areas) Date (rioor.mans reviewect oy school Uistrict Personnel) District Identification No. O O 0,0751 School District certifies that J-r>tr!S �i1,1 (Appli ant) P\ 5 ?zo- t33 �53� (Street Address) Lot No. (Phone Number) �1L t VY �1'v � •J'�1�� Addition/ 'Supplemental to Conversion Permit # '(No foundation inspection ................................................................./...................... ................... /� Jf , 104 - 06q Sq. Footage– I �/ (Group R) Sq. Footage (Including Exterior Roofed Areas) Date (rioor.mans reviewect oy school Uistrict Personnel) District Identification No. O O 0,0751 School District certifies that J-r>tr!S �i1,1 (Appli ant) P\ 5 ?zo- t33 �53� (Street Address) (Phone Number) �1L t VY �1'v � •J'�1�� (City) , (State) (Zip Code) has complied with the requirements. of Resolution No. representing s3 square feet. District Representative by payment of $ 75-7(p_ 1 , Zq AB 2926 S FULL MITIGATION $ ,' 3 -Zoon Date Paid by Check # - Remarks: t 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(x), 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. e White (applicant), Yellow (building department), Pink (school district) l feeform.xis (10/98)dmm - 1 AND wHENF_ECOInED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded Official Records CountyBUTTEOf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:10AM 03 -Jan -2000 REC FEE 10.00 COPIES 1.50 Maureen Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date ) %. ' PROPERTY OWNERS: State of California County of '_eLk'VTV_ On �kYI"924 3 i�QO6 before me, J<o<,rex, CAC) W �M 1 _ -1 ru I , known to me (or proved to me on the basis of satisfactory ividence) to be the person(f) whose name(s) is/am subscribed to the within instrument and acknowledged to me that be/sheAboy executed the same in his/lwcLtheis authorized capacity(Us), and that by his/heW4heir signature(p) on the instrument, the person($] or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal , Signature . v Seal: KAREN - CANON A.P. # 030 � 25-0&06 CG (� Comm. / 1170780 to V, NOTARY PUBLIC • CALIFORNIA v' Butte County %?My Comm. Expires Jan. 24, 2002 "� . _a EXHIBIT "A" PAii.ULT Lots 1, 2, 3, 9, 11, 12 and 14, as shown on that certain Map entitled, "HIGH SIERRA ESTATES", which Map was recorded in the office of the Recorder of the County of Butte, State of Cali fornia, on October 27, 1994, in Book 135 of Maps, at Page(s) 45, 46 and 47. RESERVING THEREFROM an easement for ingress, egress, support, storm drain and public utilities, as shown on said Map. PARCEL. II: An easement for ingress, egress, support, storm drain and public utility easement over Lots 4 thru 8, as shown on that certain Map entitled, "HIGH SIERRA ESTATES", which Map was recorded in the office of the Recorder of the County of Butte, State of California, on October 27, 1994, in Book 135 of Maps, at Page(s) 45, 46 and 47. APNs: 030-250-052, 053, 054, 060, 062, 063 and 065 I H•s oaoz OSO2• i \ N �7 . — -Z !A I CLL i =� a r� kA o ' l J rj. F k � ,rY , • ! f �.j fps._ ,e,w -fit cid [1j ,} l •� r O e --- I .A at J its qp. t I , An, 417A cs { o �.;. Ap -nsa # ti (YJ,C) '011!AOJOy ja as ua ,tolloo L . I aooa 1 o! J 0 C i j z m e " i R G Cts i } N i .C13 cv pU cu .� o LU LU !1 r - APPROVED Butte County nv(ronmental Health //J-/ -rl-7 f \\q 5 xiI�� MRAL4 BI"i*► I � I I !� 5X I I'/0 PA LA, IV' LI �y -N G Cts i } N i .C13 cv pU cu .� o LU LU !1 r - APPROVED Butte County nv(ronmental Health //J-/ -rl-7 f \\q 5 xiI�� MRAL4 BI"i*► I � I I !� 5X I I'/0 PA LA, IV' EnvIronmental Health,. OCT 0 120.02 (;enter Drive 7 County N orioville, Ca 9 r MCD 00 90 I i ! 4-1 24() M, A VN 030 I flomgml OF pe 1/or to 1Tvpvc� an OLT. A A ALTUNA Tali Of 1/°13/1 11 jf 2 ! f • x �" t • � .moi+.: - 4 e �y f 4 R i 1 iC i a i L �m j / \ 4l 2 ) SIDE_WALL PERIMETER FOOTI poly 4-1 -= dl,WA APE iom" (Sit sa,-AT Qr Rw DETAIL 1 flip T j.49T � 1/7' 14T A,B frf ®C, _ Mv"PjEoft Wls wo 3r Ar rddrPt54 pm spc s 6 E NDWALL PERIMETER FOOTING i6!?8,1 50AV sm ('SII U)IK afraur PrIv fll ' DETAA.) —1� Fpm !-f133f7/ Fm ,T--- wJtiE taA'r# FLOOR DFCAVC FLOOV JOIST-, . i MKIT n VARRK m, MATING LINE SUPPORT C�rM rah (2) 16d f1� .! tmm1 ('/ 4!4 ba." "I SLVWWI i *��• i t _ c .•c.rf.1 sa s 11 oil laY19011 :: "m vye MTCN AM a pwmm Row FLOW --\ \ a r= VOLM AT q r . � i 'moi- � RAF• b �¢ S Yd , � ,: P1F9ED •0 -4PI TCx, PQ Rm ma low -a? Yfr aa it N fes• C+ r$ laf evg l :AT go TAM a P$ 5c MN go I[' ��'ALL PERIMETER FOOTING 7 END PERIMETEP FOOTING 1 MATIN(- IK i n T rix x:a<R4i lr:ojff 11—mq'!!t °i4 wm m 1 1 Y to 1S. ant pumn cc WL TOP PLAT -7 ... r !- ARM a w> � ' - vomw is 1 - - Was -'i mRsma In v c. Ewa 4' 41 ti P �u ( ' ► +}Cid i 1 .._i - - vFAPPLIAM RAM i 0�0011FW LOCAIM At GW cm FU= xm ,x. iG 1 ::¢ 3wr SU PAR W Xcum VATi CMI .J .y _;x,., BEAM SUPPORT--) I ..,. DETAIL Row FLOW --\ \ a r= VOLM AT q r . � i 'moi- � RAF• b �¢ S Yd , � ,: P1F9ED •0 -4PI TCx, PQ Rm ma low -a? Yfr aa it N fes• C+ r$ laf evg l :AT go TAM a P$ 5c MN go I[' ��'ALL PERIMETER FOOTING 7 END PERIMETEP FOOTING 1 MATIN(- IK i n T rix x:a<R4i lr:ojff 11—mq'!!t °i4 wm m 1 1 L IL S JP, OP 1 G I—BEAM SUPPORTS 1NC ;HART ST+ kWPS.- N .i Uj - ---- - --- - — HOR BOLT C "TACT. RE STAMPED AS BY 0 � � � 'Toff WWP Brei r- TREATEr WTH NOT LESS THM % S%LfToa! OF THE `, PRESERVAT � �. ���� �a 61 � r' ��� I��� �TTETrI>� - NOTE,. � 1 BE �• ro nr� roa T < s" � SES BLOC->� X4.4 0111`++ IaAlr �nwtS Flt AS Tr#L T T 3r 1/r Dm.la' i.e oe —�`� zee P Sii { )-ff v —ea ETA a rai+ BEDS _ - ;`�, / TDOUBLE PLATES INSTALLED BY MFG'R 16 ALL FAST' RS BR(M I SKALL 9E STW[SS STEEL rrsrS "4 OR, 11 `uE1� 'icer' ; 116 fASTE.%RS CRAD[ THAT OK ()SED t"OP FA67T ,� .,rr Aa eir Dr — TO BE PAIN 36 LONA` CENTERED �ESS,�E TREATED L C�' T� 11 � 1�0T WM �.r �cr n� r usrED ut�tn MI TAT. �. rnwtC -rox mai \ PAIT CCPR A rrw OF \ x .A� rw TRA -C uw nr urn EA 1 , C,ALVANZED OR 51AfKf55 STEEL ALL FASTENERS E SED TO Ji $T,� 81 to�� — BETWEEN 0►_ITRIGGERS NAILED TQCETHER m WEATHEP S4iALL 6E C �1 RESrSTEW s°3'.Ja Tip r r,e'.� ,se AND TO RIM JOIN W/ MIN 10d 012" C C *WILA S O �mt'> 1 17 JOWT11 IM S- TETr1fiTEliVE FIEW CMP LA{' D �4 Via° 9[T>d� M�r7 ¢+T _� VET4r4,A(106f AS �D'D 7E SI+�T _ � `, , � fur r.� C,u>4t -,-44 VMI F;f 03r OC _ Yam SILVER META D 3 O 6' Am SEXED SK r4r `� :4»A" ASD To _ . ° a1` . 1 r �.s xr► L PRODUCTS NP 7 R f a 101111 FOR CWSMA KIM a t1` R{ ®3r Dr y —� r 18 DE. F L ES 1000 � oswm WA n� - � EE?UAL AT EVERY A.B. FASTENED T ffivsvmA -vow 1960 1�: TSE 2'9-8 (14aTL1RA1. son. Ct4 C T"ai1 FILL) W/ 7- NAILS TO RIM JOIST AND •� P4 ren Wpa,61 W TO SILL PLATE. 19 ALL L PL SL Of GM STAIM, 9Y AM APPRmD `aIo OKIm (7)FULL. WIDTH DOUBLE PLATE INSTALLED 20 CONCKIT AND cRouT SSL BE 2000 P9 0 28 rmr5 CONCRIFTE --',°- BLOCTAS 5 I COFOftl TO ASIN C-90. a WVIAA WX SHALL BE EW,'tf' PERIMf 'I'D Fn TIN EriDi ALL FERIMETEP, EOnTiNr 1 L� MAi IN( �— - --_ _ I _ BY MFG'R DOUBLE PLATES MA'T HAVE TYPE -s INS SI 1�= ;)��` _i-- - I-PEAM SUPPORT"' JalldTs y, - - -- 2 j RE 8AR S .L K DEFORMED ASTV M15 GPM 40 SIPt" tTATTS WITH , y to e3" -- --- , 25 C+IAWTTse WfNW(JU LAY S 91 tLHOMEff,,4T - - -- -- -, d 0 AT HOMES OVER 50' IN LENGTH, � r ✓ 22 AIL ai4 FTS L COrdrr}f4� t0 aSTTe A-307 Gran ` c E E jrSTULT'� WITH !�r - . ('� 54�d: C`> �...;L Orr �v r. -it r.rr rryu�,\ �� rttYk9 Drar1� !d+'I'raiy J SHEATH INT RfOR FAr � �, rrF�_ _ pmOF x - x,r rd 1b41ERM1 7/16' APA RATED SHEATHING, 16/32 rr� x�;r _ _ _ M' on 71 : _ ST( C '� ' EAS EXP 1 NAIL W/ 8d @14.. ALL CONTACTS rnu+rpAr Atari PTTR SL�PC}RT MOTrs ID �, ( i� [ \ -.._,_ rlir*wr.au .� _ To DETERMINE FOOTING "IZE & LOrAT10N ' `on SPA( r4 rKASZ SLiP rl Stt ra�Lf I OF gALLAT" K .i . Wl ft� ,a _ o'.a'.I � De: N4 I WAU 01(r or--. Iq it (d) '�, 5�; _ REFER TO RID(; i \--\�'� r� `"''I � _ E BEAM FOOTING Fit �r.,T ��+ 3rr5 � r�LE 2 0r V15TALLATTQtd � . ® P"D CCAK fl,re-.lar 1W Na.f; ,rip 4. r IN ae 0 rH rVa _ aA PLarr w fr1.W, lk SCHEDULE FOR SPECIFIC MODEL BEING - s tD CXIW E rc vtm P Lo r s 1� V . 60 .18 CCB - 3 FOR IAAT ; LPA Sk-L SSE TAWE 3 Of NSTALLATHA w, aP fr at ptea� �3i O( 7.4 pr SclATi 1— Cf5t+1 :iJLIrM1(, P� � -. / rd tam" faffUMr^ t(p IE14i�t; i MAMA _ -w cmc PLACED ON PERMANENT FOUNDATION \ 4r ire Tem r" ® *' +ew�TD rte. ea44 �p tifa. 7 es- _ xrtr rym X34' nC (SEE INSTALLATION INSTP_IfTIONS) + �fre.�tP"t7 r a �p / . , d r,4CN f�P t� 1 4 fl�T MlAil D s(ii0r3'+9f, AT EPS r� r,�fir r As A ° ;rty Nil P, Uqr, T- y- l- f'oum w r'AR(r rmf" PC SUPr'fIRT Al 114E UATWC 1 TOTH p 7 ,f. _ Cr�'ACrrY (� ii(i(r(1 d %{CErtrrmtE . wofp a wqt -iv W-1 7 t � L CST 1`435 ' E — t �a �n .' 1`1 14 — 1.a, y 01 °r W9+v 101 WM(W Mr, AT +� Fre 1r �. �.\ � r ;v c '•, r � (� � .. a rnfr _. r P —._ (-• -.,i ) 1 j -�_.__ e-- L -i1`( •� -r--------_-..__`.__ - -' - - - ---- ------------ ----- _ 7.ff�„y'•y Ay. C) FND A�� I t r I# i I� FOi (, 1 �� AP�iI��< ��' r I P'1T „:�--- 1`t 8 4' I p (� , I-DE��� S(I�F�d1r�Tr � '' 2 or - �R+3r ► f� t _ -. K shy. � ' - ' ► +}Cid i 1 .._i - - Y t! i mal a, ►` 4 ' r:".a r ,�.Iw�f ix r I m L IL S JP, OP 1 G I—BEAM SUPPORTS 1NC ;HART ST+ kWPS.- N .i Uj - ---- - --- - — HOR BOLT C "TACT. RE STAMPED AS BY 0 � � � 'Toff WWP Brei r- TREATEr WTH NOT LESS THM % S%LfToa! OF THE `, PRESERVAT � �. ���� �a 61 � r' ��� I��� �TTETrI>� - NOTE,. � 1 BE �• ro nr� roa T < s" � SES BLOC->� X4.4 0111`++ IaAlr �nwtS Flt AS Tr#L T T 3r 1/r Dm.la' i.e oe —�`� zee P Sii { )-ff v —ea ETA a rai+ BEDS _ - ;`�, / TDOUBLE PLATES INSTALLED BY MFG'R 16 ALL FAST' RS BR(M I SKALL 9E STW[SS STEEL rrsrS "4 OR, 11 `uE1� 'icer' ; 116 fASTE.%RS CRAD[ THAT OK ()SED t"OP FA67T ,� .,rr Aa eir Dr — TO BE PAIN 36 LONA` CENTERED �ESS,�E TREATED L C�' T� 11 � 1�0T WM �.r �cr n� r usrED ut�tn MI TAT. �. rnwtC -rox mai \ PAIT CCPR A rrw OF \ x .A� rw TRA -C uw nr urn EA 1 , C,ALVANZED OR 51AfKf55 STEEL ALL FASTENERS E SED TO Ji $T,� 81 to�� — BETWEEN 0►_ITRIGGERS NAILED TQCETHER m WEATHEP S4iALL 6E C �1 RESrSTEW s°3'.Ja Tip r r,e'.� ,se AND TO RIM JOIN W/ MIN 10d 012" C C *WILA S O �mt'> 1 17 JOWT11 IM S- TETr1fiTEliVE FIEW CMP LA{' D �4 Via° 9[T>d� M�r7 ¢+T _� VET4r4,A(106f AS �D'D 7E SI+�T _ � `, , � fur r.� C,u>4t -,-44 VMI F;f 03r OC _ Yam SILVER META D 3 O 6' Am SEXED SK r4r `� :4»A" ASD To _ . ° a1` . 1 r �.s xr► L PRODUCTS NP 7 R f a 101111 FOR CWSMA KIM a t1` R{ ®3r Dr y —� r 18 DE. F L ES 1000 � oswm WA n� - � EE?UAL AT EVERY A.B. FASTENED T ffivsvmA -vow 1960 1�: TSE 2'9-8 (14aTL1RA1. son. Ct4 C T"ai1 FILL) W/ 7- NAILS TO RIM JOIST AND •� P4 ren Wpa,61 W TO SILL PLATE. 19 ALL L PL SL Of GM STAIM, 9Y AM APPRmD `aIo OKIm (7)FULL. WIDTH DOUBLE PLATE INSTALLED 20 CONCKIT AND cRouT SSL BE 2000 P9 0 28 rmr5 CONCRIFTE --',°- BLOCTAS 5 I COFOftl TO ASIN C-90. a WVIAA WX SHALL BE EW,'tf' PERIMf 'I'D Fn TIN EriDi ALL FERIMETEP, EOnTiNr 1 L� MAi IN( �— - --_ _ I _ BY MFG'R DOUBLE PLATES MA'T HAVE TYPE -s INS SI 1�= ;)��` _i-- - I-PEAM SUPPORT"' JalldTs y, - - -- 2 j RE 8AR S .L K DEFORMED ASTV M15 GPM 40 SIPt" tTATTS WITH , y to e3" -- --- , 25 C+IAWTTse WfNW(JU LAY S 91 tLHOMEff,,4T - - -- -- -, d 0 AT HOMES OVER 50' IN LENGTH, � r ✓ 22 AIL ai4 FTS L COrdrr}f4� t0 aSTTe A-307 Gran ` c E E jrSTULT'� WITH !�r - . ('� 54�d: C`> �...;L Orr �v r. -it r.rr rryu�,\ �� rttYk9 Drar1� !d+'I'raiy J SHEATH INT RfOR FAr � �, rrF�_ _ pmOF x - x,r rd 1b41ERM1 7/16' APA RATED SHEATHING, 16/32 rr� x�;r _ _ _ M' on 71 : _ ST( C '� ' EAS EXP 1 NAIL W/ 8d @14.. ALL CONTACTS rnu+rpAr Atari PTTR SL�PC}RT MOTrs ID �, ( i� [ \ -.._,_ rlir*wr.au .� _ To DETERMINE FOOTING "IZE & LOrAT10N ' `on SPA( r4 rKASZ SLiP rl Stt ra�Lf I OF gALLAT" K .i . Wl ft� ,a _ o'.a'.I � De: N4 I WAU 01(r or--. Iq it (d) '�, 5�; _ REFER TO RID(; i \--\�'� r� `"''I � _ E BEAM FOOTING Fit �r.,T ��+ 3rr5 � r�LE 2 0r V15TALLATTQtd � . ® P"D CCAK fl,re-.lar 1W Na.f; ,rip 4. r IN ae 0 rH rVa _ aA PLarr w fr1.W, lk SCHEDULE FOR SPECIFIC MODEL BEING - s tD CXIW E rc vtm P Lo r s 1� V . 60 .18 CCB - 3 FOR IAAT ; LPA Sk-L SSE TAWE 3 Of NSTALLATHA w, aP fr at ptea� �3i O( 7.4 pr SclATi 1— Cf5t+1 :iJLIrM1(, P� � -. / rd tam" faffUMr^ t(p IE14i�t; i MAMA _ -w cmc PLACED ON PERMANENT FOUNDATION \ 4r ire Tem r" ® *' +ew�TD rte. ea44 �p tifa. 7 es- _ xrtr rym X34' nC (SEE INSTALLATION INSTP_IfTIONS) + �fre.�tP"t7 r a �p / . , d r,4CN f�P t� 1 4 fl�T MlAil D s(ii0r3'+9f, AT EPS r� r,�fir r As A ° ;rty Nil P, Uqr, T- y- l- f'oum w r'AR(r rmf" PC SUPr'fIRT Al 114E UATWC 1 TOTH p 7 ,f. _ Cr�'ACrrY (� ii(i(r(1 d %{CErtrrmtE . wofp a wqt -iv W-1 7 t � L CST 1`435 ' E — t �a �n .' 1`1 14 — 1.a, y 01 °r W9+v 101 WM(W Mr, AT +� Fre 1r �. �.\ � r ;v c '•, r � (� � .. a rnfr _. r P —._ (-• -.,i ) 1 j -�_.__ e-- L -i1`( •� -r--------_-..__`.__ - -' - - - ---- ------------ ----- _ 7.ff�„y'•y Ay. C) FND A�� I t r I# i I� FOi (, 1 �� AP�iI��< ��' r I P'1T „:�--- 1`t 8 4' I p (� , I-DE��� S(I�F�d1r�Tr � '' 2 or - SIDEWALL F t-1,ifVIL ILI\ FOOTING MAX. 13'-6" IMAX. NOTE- FOOTINGS SUPPORTS PER SHEET D-1 o"— A -A SIDEWALL PERIMTER FOOTING O.C. MAX. (TYP) FROM ENDS F - i CONSTRUCT 18 x24" (MIN.) CRAWL SPACE (TYPICAL) WITHIN 20' OF PLUMBING C.O. - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - --- - - - - - - - - --p- - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------------- TYPICAL RIDGE BEAM SUPPORT LISTED METAL OR CONCRETE BLOCK PIERS RATED AT 2800# (SEE INDIVIDUAL MODEL FOR SIZE AND LOCATION) 4'4 FROM ENDS & 6'-g: O.C. ENDWALL PERIMETER ®9 FOOTING "/7 Z --El- - —FE- - -- -�]— - - -E3- - - MATING LINE_ — — --fE- - - - -G— - -- ---G -- — - CENTER LINE OF CHASSIS I -BEAM (TYP) -13— - - —El - - — -E-1 --J-- -'- - - -- — - L______ - - - - - --- — — — — — — — — — — — — — — — — — -- — — — MATING LINE — -- — -- — — — — — — — — — — — —T— I I SIDEWALL PERIMTER FOOTING SIDEWALL PERIMTER FOOTING I I Ea -[3 - 1 ENDWALL PERIMETER ENDWALL PERIMETER I II FOOTING FOOTING VARIES PER PLAN -- RIES PER I---------------------------------------------------------- LL-':: --------- ----------------- F-1 , 00 CN -- o Cpo. W70" 'at% 11A^ A vvjwto '91"vw fto vwwn" fig awoft 'n 0 Coo -- ^0' C 3ANDMANDA111A Date ioA t4o. li,.* Ptfw ENDWALL PERIMETER FOOTING 11e - I - lki to Zo Zn � fn Pe) C4 VERIFY CENTER SPACING OF CHASSIS I -BEAM BEFORE POURING FOUNDATION 00 1 1,- c) 10 IX I — � 1 cy) FOUNDAT10" ®l Z ci w om cv 0 z UJ Ljj u �c < 0 U. CL co (D z J ce) < cv) Lu OD cr (r) — m ( ) ®l