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HomeMy WebLinkAbout047-320-035\a 47-32-35 � STEVE &DIANE .DEADMOND 14004 Greenberry Lane, Chico w Permit#3119-86B,P,E,M(new sin gleEmil y) i 47-32-35 944-90B,P, FORD Mike 14004 Greenberry Lane, Chico I Contr: Sunshine Pools 9 .(new swimmin ool/sf) h 047-320-035 03-0123 f FORD, MIKE .�(� 14004 GREENBERRY LN., CHIC q- ZZ_ CONT: POPP'S CONST-. DETACHED GARAGE ' 047-320-035 04-1230 FORD, MICHAEL' 14004 GREENBERRY LN, CHICO CONT: FOUR COUNTIES -- RE -ROOF 41 SQ'_ i I • O i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP041230 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/30/2004 APN• 047-320-035-000 the Business and Professions Code, and my license is in full force and effect. License Class :S — License Number%7V-SS1L Site Address: 14004 GREENBERRY LN CHI Date: -33-10ContractorfO t/eCOdr1 rl,/ S ,L ? Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: RE -ROOF (41 SQ) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: FORD MICHAEL G & JANET A CP to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 14004 GREENBERRY LANE 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 95973-9753 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: FOUR COUNTIES ROOFING such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 3 CRUSADER COURT year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of sale.). (530) 343-1416 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: FOUR COUNTIES ROOFING pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code 3 CRUSADER COURT CHICO, CA 95973 Date: owner: (530) 343-1416 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 774554 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policynumber are: Carrier: V Z 4L Total Square Ft: 0 S. F. Policy #: 02 ?X -OO D, 23 — a_ ❑ 1 certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those 7ons. Date: Applican WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. ,gyp 56 4-5 4-/301p3 347• g -b CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Biitte County CodA 2nrVor I hereby affirm that there is a construction lending agency for the Resolutiono do work indicated above for which fees have been paid. Y,, performance of the work for which this permit is issued (Sec 3097 Civ.) - v 4,3o G Name: By: 1.V-- Date: PERMI XPIRES ON: 4- • ✓e) • G 5 Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that 1, have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official forr r or document of Butte County. I hereby authorize representatives of Butte County tooeeint r upon the above mentioned property for inspection pu ses Print Name: S. J 69f L(1 ( � 2—Z.A � Signature. 3 d� Date: contractor ❑ Owner ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP o4 t Zit) DATE: APN. �+7 . 3 1O • O 35 ZONING: OWNER'S LAST NAME: OWNER'S FIRST NAME: PHONE STRE ADDRESS: �j FAX CITY, ZIP: O EMAIL: SITE ADDRESS: CITY. Z11- IPNEAREST NEARESTCROSS STREET: TRACTILOT C: APPLICANT NAME: PHONE STREET ADDRESS: FAX: CITY, ZIP: E-MAIL' .. ♦ CONTRACTOR NAME: CD!/ PHONE: ✓ / STREET ADDRESS: FAX CITY. ZIP: l 4f11-1 E-MAIL' LICENSE NUMBER LICENSE TYPE C3 ,19 ARCHITECT/EN (NEER AME: PHONE STREET ADDRESS: FAX CITY, ZIP: LICENSE NUMBER E-MAIL: DESCRIPTION OR SCOPE OF WORK: O ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for workplan checked and other department costs are not refundable. For office use only: Notes: Application Received by: Date: Receipt number: Amount Received: .247.50 NOTES S'�I�ENTIAL RE ' 047-320-035 03-0123 � 4 PERMIT NG. I.' FORD, MIKE.. 14004 GREENBERRY LN., CHI (CO } CONT: POPP'S CONST. DETACHED GARAGE 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)�2.�/1193 Signature ��'�? J=OK 0 = Not OK NotReady .MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ft 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / 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/0 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 t MISCIELLAN S Date DECKS ER ; CARPOR ) OK except #'s o ' equirements-Setbacks-Easements ootings; 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 res 6. 9. 10. Panels - Date YZ2jJ�.py Card B-1 Date Card B-1 Date T' POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. 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 Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) - 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes 0 No/Walks O Yes O 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 �V � 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 /MnNa (Rev. 12/96) APPLICATION AND PERMIT 4_/✓ ASSESSOR PARCEL NUMBER 047--320-039 ZONING BUILDING PERMIT OWNER IAF T `E1b" E — SO. FT. OCC. BUILDING VALUATION 0 U 16,200.00 -245-1354 OWNERS MAILING &DRESS 14004 Er - CONTRACTOR'S NAME popp Is TELEPHONE CONTRACTORS MAILING ADDRESS Q CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $16 10200. 00 ARCHITECT OR ENGINEER \Q . LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 180.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 14004 T Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling ee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 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: DETACHED GARAGE Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, OR LESS 23.00 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 I full force and effect. I' _ License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 ° NEW CONST. DWELLING OCCUP. 3.50 Fr. OR ADDNS. ( NEW CONST. MUAIC-0�TtSS. NON•REsIO. 97.50 POWER APPAMTUS 8 SINGLE ILET CIS. 20 @ 100 R Ex. Occup.OUTLET OR FIXTURES BAL@ .50 Ex. Occup. ouxTLEt-Drs A= D)REa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 74.50 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 permitis 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.) 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 forthwith comply 'th those provisions. X _� Date _ 1 �_ Signature of Applicant - er Contractor ❑ Agent An OSHA permit is required fo-f excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE HAZ. D. FEES IMP `_ O COF PARCEL PD HD ISSU 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. BY6 Date 2 � 3 PERMIT EXPIRES ON 2 Z51-4— ate Receipt No. z>1 9 6 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET .OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use:G�C-�U/ 6 Counter Technician: V Date: 1-16-63 It%is quired in order to apply for a p •mit. 1 boxes MUST be checked OR marked NA in order to apply. f lans, 3 or 4 sets, signed by the preparer of the plans. ®�2 mplete plans, 3 or 4 sets, signed by the preparer of the plans. meered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. !. Engineered truss details and layouts in duplicate. No faxes! A'15. Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 47. 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 kZA-8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 99 Plot plan and business license approval from the City of Biggs .................................... C 01 Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out�wner............................ *......... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. ees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ atement of Intent for Non -heated and A/C Buildings.................................nitation and plot plan approval from the Environmental Health Depart ent in 11 City of Chico Plumbing permit ............................. ..............., .. .... . 09 I8. California Department of Forestry plan approval aid. ��b`� I ��%......... ?... ❑ 19. Planning approval for (A) Use: (B)Parking: (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) ❑ 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) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: 0' *When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building ermit. Applicant: Date: E t 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: / Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: Phone: S / 5� Mailing Address arGGvtAevj z-1 A�.y� �e Site Address: 'S,c}2 1 f— Assessor's Parcel Number: Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes 0 No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes ❑ No (LA 4. Will the public have access to this building? Yes ❑ No CR 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No �( SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No (N CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ❑ No 11. Will this building be heated or cooled? Yes ❑ No 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes CO] No 15. What type of floor covering will the building have? 16. What type of wall covering will the building have? __ OVER 1 of 2 PROPOSED USE: (check only one box) I. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. JZPrivate Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room El C1 Room El Private Office C3 Workshop' C3 Home Occupancy 2 ❑ Other — Use = 1. Dmrnbe type or Wodohop 2. Nhw be approved by the Butte County Planning Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print Owner's Signature: Date: / D 2 of 2 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Flat Pian AKachad 'C S Raw Man A�j ad Banz to B.D. T C I o�-Cl 14 von+- 45�reeyq4�rr \ :17-32-0 --03S Owner Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well X Clearance for dusi-Ifin Other d&-.- 4,>aG.✓ca•�l� _ ____ Hold final for:' Final clearance O.K. for: NOTE: . �� ����� � Ic✓ Vr • l -% /-17-03 Environmental Health Specialist Date 8/96 %e CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ]. 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app.,rteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [� 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius ] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. IQ 2. The length of verti al curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. �l 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3.-. AP # PERMIT # r NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. C�(] 2. The gates must be located at least 30 feet from the // roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [�1 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [1�] 1. All parvels 1 acre az,d larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�J 1276.02 Disposal of Vegetation and Fuels. Disposal; including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f_:ial inspection of a building permit. Page2 of 3 AP # PERMIT # NAME Other Reauirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3:of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10k of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat - Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 LONGFELLOW LUMBER CO. INC. ■ Quality Truss'Design ■ Roof & Floor Systems (800) 678-0112 (530) 893=0112 • FAX ( 30) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: C (_0 AP#: Lf �2 C) — 0:&S Job No: Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 • 0 low U• Timber Products Inspection, hic. P.O. Box 20455 Portland. OR 97220 (.503) 251-0204 13 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 Mi 89 Loren Avenue Chico, CA 95928-7434 Important Information for !!sets 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 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. ;Longfellow 89 Loren Ave. Chico Ca. 95928 Lumber Telephone: (530) 893-0112 Fax: (530) 893-0140 Co. (Name: ERIC POPP( Truss transferredut from Layo-.` Name: GREENBERRY Address: CHICO City: Ijob: :state: FORD JOB G R E E N B E R RY LN Phone: nIe lo<e11mr x:\x11ek\j1b1\—W)03\ ' scale: Not to scale Date: 1/10/03 __ I Drawn By: watthew SHAPEn w nry CRUS SECTION C -C RIDGE H I P .RAFTERS COMMON TRUSSES CC SHAPED BLOCK CROSS BLOCK 1•IOTE: SEE ENGIN6E/IIA/6 F0/L RAFrEIP, JACK AIVDTRUSS Dfs16N5, LATERAL 5TAI3I1-IT% Of Roof > y5r6M To 6E PR0v1grV ray PROJECT QE516AIER. `'Lt Gf7D►�►7�P►�117UJ 13Y Oji{�y )���� D.G . CM6PC. ) TOP CHOR PER ENGINEERINGRACING SPECIFICATIONS. \ TOP CHORD JACK EXTENSIONS PLAN VIEW L- C ALTERNATE DETAIL: COMMON TRUSSES WHEN HIP RAFTERS DO NOT MEET 0 COMMON TRUSS. SUPT-(rW4ve0 6( 001nos) O 5L774" o,c• (►vtr,oil��.cj ) �— TOP CHORD JACK EXTENSION A ENO JACK Build SETBACK \ COMMON TRUSSES HIP TRUSSES �1 SECTION B -B WD -2359 CALIFORNIA NIP FRAMING DETAIL MITok Wuotsloa, Inc. 6-20-91 Aft'. 7//0 92. bK11UN a�4 p ter,) F�7Ack5 £s h�F(�ns INWAICS SUPPOPT LotNTIONS. PLAN VIEW :TBACK Lu M PSP` Pr--- , —r. c. rlo. I D�-L ?0, t.1 0. 2 N 1= , PF -4— c�)R ----PF MAS , L-DAvw& : rsr— O CL -L), 5 (a.L) I N G,= I. I S l- 2pl- o'' M". —mr c�mpr rr r -A s, ell IV Z. or. Own PITcq ,, 5PACI NG - 24" 0. G, -I.L 0 LS To pec— comr(M w Re*WL WL . Da 9oj !OT Lum bmc ' �r 2dI 5u p�'rtzT K-� co►)r�.. (P�`( Or'F��t'�olz 2-I��.T� -441Ls � O 4'-�o. c., -ALM sr TqF JIct�rlrl,'n1'1 codO, w/2 10-d 7o£-wit,5 tl SET• 1_ I —J. +A TCf G lO1Zt� �><4 ' Go►Jnl. w/ z-0rt �I_ oll NAILS. ®®y� �.G. L ►1��1I FVI^ I pt-- 2 Lail CO PpR a.r.ra• nrubp d r.. OW vol b p—Med. TM o.. d MI. oonpolra rur b .P.dl.d Vw d N• irrpvey . p• kv w.,� Id oonpvw. ompr• rrudur.. DY dN d« pane rd b r«h.•p 41rr ' , rd' W �..�tl .rd blf.N r1 rrwr«r� Dad. oonylrc«..jprw.4 .r,d Y�pnstMa aom btlr b Da ppd b ew Ilr d«jT.r d ar odrpr. 9—. U . lNs cmpvyd. odrVrrra urA Ilr V ry 1•r.rivpa n mrlar.. 1 drr d«fin MCI I.t.d .bw• d.,M nbr bul Gldrq a." H Ir by rul b•d. p.rr M d«pl bad. b .p(Md b r.p�rrr... pe Nal USE 11/a OESICN. dnrl.l b Wntl .nd r.d, Ynri bdurrk., b mricMd b brrl mnporr. r PoDr rvpio: Wy IM fnuctur Mpg a dw un1 rwn m do bd. d dr. D.r..pp po•.., Ap..W up. r+a p.cprly Wad. i4tl d prcdetl�ydr odbm.r rd dw.nm di. dra nd« Fr b oL.h �r O.iQn •rrrrr. bud. `fi0. . YlM MrrA«, .c. Ivo.« ro o rtl .myr eo ngrvuD«y br d.. I�rCr'o., DrdiUq, riprnr• .nd REV. 18 94 law Information Connector Hardware lumber "'� MiTek Industries. Inc. J roWrr .1 .P•db. b d Conwor p.l« r• mrN.dud h trc I,d�rwr ob m•ntar. rd •ooadre. d Tpl, 4n6a rtur Gr • ptl. mra Dom .n tl �.• mnl b brrtl. pr« mrr b Mrd on DorD Irv.. Y�.pwbn Dv.w •M u`mrr �� b W.D err• w b d dw anbor W uM rrc.ddtl, b d qn W .pod« 7160 Cold Camp Dr. 1110 Rancho Cordova, CA 9S670 b=.!yrd .wW W.00d rdq .d bip 1 Rr« ouf bed IM w•, pwp• rd be d T Gad mrior. r• •.= b b cy.c11�y.IDrra ro.n .4 =o b a Doer 1. Nm N. d• 1QO1r� (aoo)T7i•S)St FAx (916)6l1•aiss Irn.ly r.a.b•d p w.rhlq, Rdr b IM AdoTnm pd drJ pulN.acaalrp mrtl.b. drr b drMbn. d W. Criteria CMTER MEMER n.a �Plrlahl (C) 1992 r lmnWdWrbr "0 rd pW loulbm.- 1badlbn«plW Z a �.yynmarlWy.DoulbN. unbr. dllOf 1 pwaWa0. dnan.lona u. d>o„,. mraCAda . rodIM pra. h dmpR^r dddt ,. oonpa. rncv.• .ubIrI1W .17 rM dr. 41.0tol blond NDS, idtc rd Job Truss Truss Type Qty Ply PAPP 30X30 POPP0103 Al CAL HIP 2 2 R8251449 ,,..,.a,.,...... ..—'--- ^- •-- ^• , (optional) Y.4V 1 On I 5 VGA I / LUUL NII ICK InDu5Ute5, tnC.i IUe Jan 14 W0:L0:DL LUDO rage i -2.0.0 5-0.1251�-)s to -e -t3 I is -0-0 I 19.11.3 Q4-1-1 2¢5.4 3 • 3z-0-0 2.0.0 5612 043 4.1-14 4.11.3 4.11-3 �.�i-1-14 0kJ 5.6.12 2-0.0 Scale = 1:56.4 i i 40 3x4 = 3x8 - 3x4 - i 04 6.00 12 3 16 4 5 6 17i 7 dr 2 ., .. � 91a 1 4 0 6 o ., .. � 91a 1 4x4 i 1518 19 14 13 12 Ci c 11 20, 2110 4x4 3x4 = 3x4 - 4x4 - 3x4 - 3x4 = 1.5x4 II i 56-12 I 10-0.13 150-0 19-11-3 t 124.5.4 30.0.0 56.12 4.61 1 4-113 1 4.11.3 1 i i 4-6-1 5512 ' i Plate Offsets (X,Y): 12:0-3-10,0-2-01,(8:0-3-10,0-2-01,113:0-2-0,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (Inc)I I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.20 12 1 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.34 12 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.10 8 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl = 240 Weight: 269 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1-G TOP CHORD Sheathed aq' 6-0-0 oc purlins, except BOT CHORD 2 X 4 OF No.1-G 2-0-0 oc puflins (5-11.1 max.): 3-7. WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceilingidirectly applied or 10.0-0 oc bracing. REACTIONS (Ib/size) 2=2144/0-3-8, 8=2144/0-3-8 Max Horz 2 = 56 (load case 4) j Max Uplift 2=-1830oad case 5), 8=-191(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=46, 2-3=-4195, 3-16=-3652, 4-16=-3652, 4-5=-5298, 5-6=-5298, 6-17 =-3652, 7-17= 195, 8-9=46 BOT CHORD 2-15=3712, 15-18=5298, ®q 18-19=5298, 1419=5298, 13-14=5937, 12-13 =5937, O�v\ WEBS 3'1521136, 4-15201925, 4-14?5.148 477, 1 0 298, 1 31, 5-12=35, 5-11 -10 1=-731, 6.11 6-10=-1925, 7-10=1136N7"��Q�i NOTES 1) This truss has been checked for unbalanced loading conditions. NV'�i Ip 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground lev using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanip on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage; to prevent water ponding. Q�pFESSIpN 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC --97. I ��O ANO 9��y 5) A plate rating reduction of 20% has been applied for the green lumber members. �� �� C 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Girder carries hip end with 6-0-0 end setback and tie-in span of 3.0.0 from subgirder. I 8) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows- I Z tmn Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. I tY C 17180 Bottom chords connected as follows: 2 X 4 - 1 row at 0.9-0 oc. * EXP. Q6/30/OS k Webs connected as follows: 2 X 4 - 1 row at 0-9.0 oc. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. I C.Ontinued on page 2 WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITsk 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 proper incorporation of , component is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ne 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 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Rocommendatlon available from Truss Plate Institute, 583 D'Onofrio Driver, Madison, WI 53719 MiTek Industries, Inc. 8Z/9 'd--LZP'0N S3181SHN1 U11!1lU89 s� CIVIC F CAUF��/ January 14,2003 70071 '�!'uIor Job Truss Truss Type Qty Ply POI PP 30X30 POPP0103 Al CAL HIP 2 2 R8251449 i (optional) -- _. ..._.,_...__, _... �,,,,�„,--..T �.�.,, ,�,,, a-.ra 4,v11 QR IIIUUbLF1Wb, 116y r Ve Jdn I v Vo:cD:DL LUVJ rages NOTES 10) Special hanger(s) or connection(s) required to support concentrated load(s) 312.01b down and 287.61b up at 24-3-8, and 312.Olb down and 287.61b up at 5-8-8 on top chord. Design for unspecified connectionis) is delegated to the building designer - I I LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.25, Plate Increase = 1.25 Uniform Loads (plf) Vert: 1-3=-52.0, 16-17=-113.2, 7-9=-52.0, 2-8=-27.0 Concentrated Loads (lb) Vert: 3 =-312.0 7 =-312.0 Trapezoidal Loads (plf) Vert: 3= -100.2 -to -16=-113.2, 17= -113.2 -to -7=-100.2 i I B4g11"TE COUNTY BUILDING DEPARTMENT A PP�VED A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE US4 Design valid for use only with MITek connectors. This design is based only upon paramelers shown, and Is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. nn 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 -8e Quality Siondnrd, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrio Drlvo, Madison, WI 53719 MiTek Industries, Inc. 8Z/9 'd--LZ9V'UN S3181SAONI N311NNd89:£ 100Z 'VI'Uer Job Truss Truss Type Qty Ply POPP 30X30 POPP0103 A2 CAL HIP 2 1 R8251450 Longfellow Lumber Co.. Inc.. Chien ra orooa_7Aoe , ,,,, Scale = 1:56.4 Lumber Increase 1.25 (o'tional) 3� 5 18 ` 6 19 7 i o 10 5x8 - c 17 16 15 14 13 12 5x6 - 3x4 - 30 = 5x8 WS - 3x4 = 3x4 = 1.5x4 11 r 5•&12 10.413 150-0 1911-3 i 24.54 30.0-0 5.612 46-1 411.3 411-3 4-6.1 5.6-12 Plata ofiv vr. r,.n , ,,. _ LOADING TCLL I— -m. i v vo.ca:uo cvw rays i CSI '2.0.0 58.12 6-1 5 10.0.13 15.0.0 1911-3 124.1.1 245,4 30.0-0 32-0-0 2-0.0 5.8-12 0.43 41-14 4113 4-11.3 ;4-1-14 0-0-3 5.6-12 2.04) 0.32 14 I >999 i BCLL Scale = 1:56.4 Lumber Increase 1.25 06 Vert(TU -0.55 14 ! >653 6.00 12 4 I 9 7.0 Rep Stress Incr NO WB 0.77 3x4 - 3x8 - 3,4 — 1 46 3� 5 18 ` 6 19 7 i o 10 5x8 - c 17 16 15 14 13 12 5x6 - 3x4 - 30 = 5x8 WS - 3x4 = 3x4 = 1.5x4 11 r 5•&12 10.413 150-0 1911-3 i 24.54 30.0-0 5.612 46-1 411.3 411-3 4-6.1 5.6-12 Plata ofiv vr. r,.n , ,,. _ LOADING TCLL (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES .GRIP TCDL 16.0 10.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.32 14 I >999 M1120 220/195 BCLL 0.0 Lumber Increase 1.25 Sc 0.81 Vert(TU -0.55 14 ! >653 BCDL 7.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.16 10 n/a Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 , Weight: 141 Ib LUMBER TOP CHORD 2 X 4 F No.1-G BRACING �� TOP CHORD Sheathed 3-5-6 BOT CHORD 2 X 4 OF No.1-G O of oc purlins, except WEBS 2 X 4 OF Std -G 2.0-0 oc pgrlins (2-10.11 max.): 3-8. BOT CHORD Rigid ceilin directly applied or 9-4-3 oc bracing. REACTIONS (lb/size) 2-171010-3-8, 10 =1710/0-3.8 Max Horz 2 =44(load case 4) Max Uplift 2=-213(load case 5), 10=-216(load case 5) FORCES (ib) - First Load Case Only TOP CHORD 1-2=46, 2-3=-3288, 3-4=-45, 3-5=-2851, 5.18=-4206, 6-18=-4206, 6-19=-4206, 7.19=-4206, 7-8=-2851, 8.9=-45, 8-10=-3288, 10-11 =46 BOT CHORD 2-17=2899, 16-17=4206, 15-16=4745, 14-15=4745, 13-14=4745, 12-13=4206, 10-1 2=2899 WEBS 3-17=890, 5-17=-1585, 5-16=363, 6.16=-615, 6-14=69, 6-13=-615, 7-13=363, 7-12=-1585, 8-12-890 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy categonl I, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist. they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Girder carries tie-in spans of 3-0-0 from front girder and 5-0-0 from back girder 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 147.31b down and 135.81b up at 24-3-8, and 147.31b down and 135.81b up at 5-8-8 on top chord. Design for unspecified connection(s) is delegated to the building designer. B49TTE COUNTY BUILDING DEPARTMENT ;APPROVED tunued on page 2 on WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USt Design valid for use only with RtlTek connectors. This design is based only upon parameters shown, and is for an individual /Q?,pF ESS/p��\ AN�F'P Fac m C 17180 Z * EXP. 06/30/05 rSJ CIVIC �P grFOF CA1 January 14,2003 building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer – not truss designer. Bracing shown is for lateral support of individual •,oeb members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ,M Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance a regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard'o DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drivo, Madison, WI 53719 MiTek Industries, Inc. 8Z/L 'd--LZ9'0N S3161SiHNI N311W Wd691 1002 This safety alert symbol is used to attract your 'A attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - 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'o Itis the responsibilityofthe installer(builder. building contractor, licensed contractor, erector or erection contractori to properly receive. unload, store. handle, install and brace metal plate connected wood trusses to protect life and propey. 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 superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses fora particular roof orfloor. 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- vised 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- ing will 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 result in severe personal injury or damage to structures. IdIsh!. —Jhrk:,. '414 0 Q 0 - TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 industry, but must, duetothe 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 should 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 CAUTION: Trusses stored vertically should be bending and lessen moisture gain. I A braced to prevent toppling or tipping. WARNING: Do not break banding until installation begins. Careshould beexercised in banding remov- al to avoid shifting of individual trusses. JAWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. JADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in 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 D/50 SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LBS) TOPCHORD DIAGONALBRACE SPACING(DBS) [#trusses] SP/DF SPE1HF Up to 24' 3/12 8' 17 12 Over 24'- 42' 3/12 T 1 10 6 Over 42'- 54' 3/12 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 brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse If there Is no diago- nal bracing. Diagonal bracing should be nailed tothe underside of thetop chord when purlins are attached to the topside of the top chord. ` PLUMB ?4' Or/eSg o x46 12 8 - 14'0 6l All lateral braces lapped at least 2 trusses. Continuous TonChnrd Lateral Brace Required WARNING: Failure to follow these recommeAndations could result in severe personal injury or damage to trusses or buildings. I 1 I Truss Depth D(in) I I Lesser of L' D/50 or 2" Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36.. 3/4.. 3' a.. 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 4" T 96" 2" 8. 108" 2" 9' OUT -OF -PLUMB INSTALLATION TOLERANCES 10" or G re Attachml Required Length L (in) T + 1/at Lesserof L/200 or 2" Bow L (in) L (in) T .....::::::::::::::::::::.... ± y, Lesser of U200 or 2" L(in) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" . 8.3' 150" 314". 12.5' L(in) U200 L(ft) 200" 1" 16.7- 250" .1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 e e 12 4 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING MINIMUM PITCH DIFFERENCE SPAN TOP CHORD MINIMUM LATERALBRACE PITCH SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBJ #trusses SP/DF SPF/HF Up to 32' 4/12 8' 20 15 Over 32'- 48' 4/12 1 6' 10 7 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a re gistered 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" or Greater 32 °t t/ Attachm Require( Top chords that are laterally braced can bucide 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. WARNING: Failure to follow these recommendations could result in E: -A severe personal injury or damage to trusses or buildings. 1 SEA55OR5 THU55 TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBJ [# trusses) SP/DF I SPF/HF Up to 28' 2.5 T 17 12 Over 28'- 42' 3.0 6' 9 1 6 Over 421- 60' 3.0 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 Continuous Tnnrhnrrf Lateral Brac Required 10" or GI Attachmen Required 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. All lateral braces lapped at least 2 trusses. � ss Frame 3 =45° Y45o 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 BOTTOM CHORD BOTTOMCHORD DIAGONALBRACE LATERALBRACE SPACING(DBS) SPACING (LB) [#trusses] Up to 32' 4112 15' 20 1 15 Over 32'- 48' 4112 1 15' 1 10 1 7 Over 48'- 60' 4112 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 <15 ,AV All lateral braces lapped at least 2 trusses. ,AV BOTTOM CHORD PLANE 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 1AWARNING: 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. Approximately Approximatell '/z truss length t/z truss length Tag Truss spans less than 30' Line I Spreader Bar Toe In Spreader Bar Toe In Approximately '/z to 2/3 truss length Less than or equal to 60' '/z to 2/3 truss length Less than or equal to 60' Toe In MECHANICAL INSTALLATION Tag Lifting devices should be connected to Line the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weightofthetruss. Eachtrussshould be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo - Tag I rary bracing Is Installed. Line I Tag Line Toe In At or above mid -height Tag Tag Line Line Strongback/ Spreader Bar 2/3 to 3/a truss length GROUND BRACING: BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment Frame 2 ;d CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment Frame 2 ;d 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir lVe 9 5 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 buckle Continuous and cause collapse If there is no diago- TOPCHORD nal bracing. Diagonal bracing should be nailed TOPCHORD DIAGONALBRACE attached to the topside of the top chord. MINIMUM LATERALBRACE SPACING(DBd SPAN DEPTH SPACING(LBd [#trusses] sP7DF T SPF/HF Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 1 6' 6 1 4 Over 48'- 60' 48" 1 5' 4 1 2 Over60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir lVe 9 5 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 buckle Continuous and cause collapse If there is no diago- Top Chord nal bracing. Diagonal bracing should be nailed tothe underside ofthetop chord when purlinsare LateralBracE 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. =45° Attachmer Required '20'(DB 10 Trusses SPpMF ? O.C. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle 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, WIN Is-rruss S) c All lateral braces lapped at least - twotrusses. c46' End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 / o�\esP 9`Z Continuous TopChord Lateral Brace Required 10" or Greater Attachment Required - 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Name IFORD MICHAEL G& PIAN E T A CP Addr1 114004 GREENBERRY LANE Addr2 I CHICO CA 95926 Addr3 Addr4 Comments 14732003500 CONVERTED 09/08/88 Creating D oc#1 19878 2219500 D ate Current Doc# D ate Killing Doc# D ate Asmt D esc 14004 G R E E N B E R RY S uplCnt I" Zoning S R 1 00 D well 1 Acres/S g Ft 11.01 ::7 N C 04 Asmt # 1047-320-035-000 Fee # 047-320-035-000 Status JACTIVE Status Date Tax FO -O0 INORMAL OWNERSHIP TRA 052-105 Situs 114004 GREENBERRYLN CHICO Base D t Timber Preserve AgPres E tal N otes B ends multi Situs Flag1 Flagg 910 MH Asmt PP Pen Tax PP Pen Appeal Pending Split Pending Land S tructure Fixtures G rowing Total L&I Fix. R P MH PP PP E xemat 39,646 159,880 0 0 199,526 0 0 0 0 Net 1 199,526 R!C#j TIR DtI R!C Stat PHY OWN EXP TAX H Q H AT T all T APR RCL f' Find SM -9 + - - I - - I - - - . - - - - . - - - �RE-S1 TIAL 47-32-35 944-90B,P,E FORD, Mike 14004 Greenberry Lane, Chico Contr: Sunshine Pools -y%oma (new swimming pool/sf) y�� _A7/ ��. 4-1- 00 1-00 Kps e�e-v- JOB FINALE Signature J=OK O = Not OK ' Not Applicable Not Ready MOBILE HOMES ' = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zonina Reauirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Utilitv Clearance Date Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sits-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B;A Date Card B-1 Date POOLS ns) OK except #'s backs -Easements Compacti ructu 'Stability Po tructure; St onnections-Thickness ad Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panel boards- Ins. to Main in Conduit 9. Health Department Approval 10. P b.; Cir. Test -Water Supply Test U if /1 Date 5 -/&qo Card B-1 U IS Date Card B-1 Date ,2$'fo Card B-1 Ula Date Card B-1 'r. A (1 cn o � fA V=OK O = Not OK - = Not Applicable Not Ready RESIDENTIAL (Single ' = 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.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -BI ockouts-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 PiDe: Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector, Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exitino Doors -Sill Hat. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic, 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instid.; Drive Cl Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; PIbg.-Appliance-Fireplace. -Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT 0F 7 County Center Drive - Oroville, CW.ifcrnia 05965 - PUBLIC WORKS Telephone: 916/538-7541 APPLICATiOW -AND PERMITio PERMIT NO. ASSESSOR PARCEL NUMBER 47-32-35 ZONING _ BUILDING PERMIT OWNER MIke Ford TELEPHONE 345-IR54 S0. FT. OCC.1 BUILDING VAI UATION Est Pool 19 850.00 OWNER'S MAILING ADDRESS 14004 Greenberry Lane, CHico 95926 CONTRACTOR'S NAME Sunshine TELEPHONE CONTRACTOR'S MAILING ADDRESS 7-5 Lawn Dr. , ChicD 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 19 850.00 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 140.90 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 1 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISI N NAME PARCEL MAP 1,Y11) ' / Water piping 1 5.00 5.0 Each pas water heater or vent 5.00 USE OF STRUCTURE SFU Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W I i 110.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ® Describe work: Private Pool _ Master #500-88 Permit Fee $15.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 10.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): U I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code an my license is in full force and effect. License No. 3l� � Classification C—ce ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& , OR ADONS. ( ACC. BLDGS. ) /20sgft NE WR. ULT' -OUTLET 2,50 ea NO N.R ESID BRANCH CIRC ITS POWER APPARATUS &) (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES eAL030 Ex. Occup. OUTLETS ((RESI D,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 g P 15,00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building'Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue ag ;ns s id Cou y i onsequence of the granting of this permit. X Date 2/-3 _90This Signature of Applicant — Owner ❑ Contractor 5� Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL $ AL F AL HAZ CUA PARK — FLD PAR PD H ISSUE permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY �. Date PERM EXPIRES Date Receipt No. -7 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Cartifbrnia 95965 - Telephone: 916,538-7541 APPLICAnIGN AND PERMIT ASSESSOR PARCEL NU RZONING - `- 3 _ - I BUILDING PERMIT OWNER I/I L Ate^ ' M!v✓ TELEPHONE 3 , S0.(FT. OCC. BUILDING VALUATION OWNER'S'MAI L IN G ADORE CON 7��R'�%,.4/j, •QO S S%/J 3E%f PiAONE L CONTRACTOR'S MAILING ADORES �+ c o L A.Jej UR - l_N/G D C 1 /�9Zb Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ L C fi ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' C O� J ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee ; A5';S� o PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME 13% PARCEL MAP Water piping x 5.00 / J Each qas water heater or vent 5,00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW 0.00e TYPE OF WORK, New❑ Add ition❑ Remodel❑ Utilities❑ Installation❑ Other. Describe work: LAIC 461P a 1 i . Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 11001 OR LESS 100 AMP OR LESS 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. / OWELL,ING OCCUP.& OR ADDNS. C ACC. BLDGS. , /20sgft NEW WC ON MULTI -OUTLET NO N.R ESID BRANCH CIRCUITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. OCCU OUTLETS OR FIXTURES p 200501 eALO 30 FIXED APPLNSR\ Ex. Occup. OUTLETS (RESID,)EA./ 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 00 15.00 % Permit Fee $ Z S WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3,00 Ventilation permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all Iiabi les, judgments, costs, and expenses which may in any way accrue agalns s Id County i o s quence of th granting of this permit. X ` —3_ 9'O Date Signature of pplicant — Owner Contractor 14 Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures ove�rr-3 sstoriiess in height. Mobile Home Installation Fee $ Energy Inspection Fee $ .Occ CONST TYPE , TOTAL FEE $ �j 5 HAZ CUA PARK SCHL FLo PAR Po HO ISSUE i This permit is nereby issued under sions or the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT cHPIRFS nate the applicable provi- ; resolutions to do have been paid. WORKS Date Receipt No. i s / / WHITE-O.P.W.. YELLOW -•9-1— ...... ,...,_ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION ;"I 7 COUNTY CENTER DRIVE - OROVILLEOGALIFC�RNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER %,J JIrJ5 T P�4K 62 •A. P. No. z.5-- - � " Proposed Building Use AhfuprTe-- f'//�� t2 Building Inspector G.S,./ Date ` 3 , � At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. �: Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner o, Mail to owner o) ..... fecorded copy of A,r6'Ic�hjq 6 Acknowledgment Statement ......... 2 . Letter of signature auth'orization................................... 26 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant Date V-3 — 90 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. rt 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--jnail—counter by .date Contractor, designer, owner, was advised of above required data by—phone —ma il—counter by date Plans checked Copy—DPW Date Plans approved by Sets of plans on hold in . File cabinet AP folder Date tZ TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance _ Ile 6- a2I0 /YoQK Cve,-M 4e4-fy (IV" `?-3z--3)—' Owner Location AP# Plan Approved for: Sewage Disposal Water Supply Fold final for: Water Supply Final clearance O.R. for: Clearance for bedroom mobile home. Other NOTE * * * Water Supply Sanitarian Date 3119-86B9P,E,M PERMIT NO. PERMIT EXPIRES `4 �t OWNER STEVE & DIANE DEADMOND CONTR. Owner ASSESSOR PARCEL 47-32-35 LOCATION 14004 Greenberry Lane, Chico ;l. I� COPY I Address CYAS Meter By I ELECTRIC Meter By Date OFFICE COPY Address l GAS Meter By Date$? ELECTRIC Meter By ate s ' Temp. Power Pole Called P( Temp. Elec. S Called P( Temp. Gas Sei Cal led PG JOB FINALE[ Signature J OK 0 = Not OK = Not Applicable MOBILEHOMES MISCELLANEOUS = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except Ws 1. Zoning Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except Ws 1. Zoning. Requirements—Setbacks—Easements _ 2. Soils; Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/0—Concrete 3. Decks; Girders.and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4• Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location-Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors _ 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except M's 1. Zoning Requirements—Setbacks—Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except k's 1• Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH.Test— Dema nd—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4. Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5, Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9, Health Department Approval 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date 2l %/'= OK 0 =Not OK Nn' = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UND OOR Plans OK except N's Date F MING Continued 1. Z9m-n'g requirements -Setbacks -Easements . Property Line Firewall & Openings 1g,—Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 419. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits Garage; Soils -Steel- / /" Ftg. Depth ts; Width -Headroom -Rise -Run -Landing -Fire Protection - 4. Ftg.,Porches & Decks: Soils -Steel- /. /" Ftg. th _ 6KPTywood on Roof Overhang -Attic Vents -Rafter Outriggers T alts, Main; Steel -Blockouts-Wrapped-SI _ iding-Nailing-Veneer 6 emwalls, Garage; Steel -Blockouts-Wrapped-SIc*.,0" /X53A4tucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers- ' eplace Ftg.-Steell Fall -Fitt -T -2 w Sewer Test _ 4 azing Area -Glass Protection -Skylights -Plastic h ar Walls; Nailing -Bolts - 9. Gas Pipe; Size -Anchors 34 -Water -Ripe: Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 0(4 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples _� �rf� Card -BI g Date t Card -BI Date Card -BI Date Card -BI Date Card -BI Date k Card -BI Date Card -BI 111 Date/ Card -BI Date Date FINAL P ns) OK except q's Card -BI Date Card -BI Date Date COMBING (Permit) OK except q's 56. t. Steps -Door & Sidelight Protection -Landings W 3Ft*ke Detector / � Card -BI Card -BI V. jWater Ht.: Vent -Access -Combustion Air 1�y1/W er Pipe; Test &Anchors -Nail Protection W.V.: Test-Fttngs & Anchors -Nail Protection Shower Pan: Test, First Floor -Tub Access /Test Tub & Shower, 2nd Floor -Tub Access t Gas Pipe: Size & Anchors I - �� Date :21 ard-BI Date Date l Card -BI Date � Furgce; Vent s-Clearance-Q4mb..AUd Connector- DUW IROGarage; Above Floor-Ducts-Mech. Protection / B om Exiting ; I. &Bath Fixtures &Tub Access E c. Trim & Subpanel; Breaker Sizes -Labels t ' s & Rails AwPfwlace or Stove; Clearances-Hearth I c. Outlets at Wood Panel; Int. & Ext. Fixt. & Appliance; Grnd.-Air Gap-Cogidng Clearance lec. Outlets & Receptacles at Kit. C2mqfer Date E CTRICAL Permit OK except Vs fM Garage Fire Door; Swing- Land In er A.C. Duct in Garage -Damper Card B -I Card B -I Fixture & Transformer Clearance -Ins. Protection �( Elec. Receptacles Spacing -Lights & Switches at Doors ze Boxes & No. of Conductors -Stapled 2 Romex Installed Clo_s_e to Edge of Studs & C.J. 2,Z, Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 2//2 Appliance Circuits in Kitchen & Conductor Size Subfeed Wire Size /- / ga. Cu or AI-A.C. Wire Size / / ga. Cu or All Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral _ Yes ]No _ - Service -Riser Conductors & Ground -Main Disconnect - -_ - --- - quip. Clearances: Panels-Motors-Mech. Equip. 3 Clothes Closet Light -Shower Light ---- ------ -- - ------ -- -.- $C_ Date! �7 %Card -BI _ Date -- -- Date Card -BI Date Wtr.,WAF.6 Vents -Clearance -Comb. Air-Connector-P.R.V.- ge; Above Floor-Mech. Protection & Mech. Equip. Listed for Location c. Receptacles in Garage; (G.F.I.)-Ro rotec. Insulation -Foam -Looked in Attic s Guard Rails &Deck Construct lo Pos , pWood dn. Vents &Crawl Hole Door -Drs Earth Clearance Lo ked under Floor ❑ Yes ollowin instld.: Drive 9 [I Yes ❑ No: Walks ❑Yes ❑ No; Viers El Yes ❑ No 7x6�S o' r wn-Finish NC CSW A it; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet is Above -Appliance-Firepl.-Clearance to Opngs. r tsconne lectrical, Plumbing r' Elec. nm; G.F.I. Receptacle -Underground ' fila n throughout House s Protection Date ME HANICAL (Perrr•tt) OK except q's orrection m Previous Inspections Gas - t -Meters Tagged; Gas -Electric er & Sewer Connected -C/0 to Grade -HD Approval Card -BI Card -BI Insulation & Support - _ _ — 3//A.t. Ducts�Dain enI ove- nsu aU _ _ 38!/ ondensateOverflow: Size_& Grade — — 3a' �rnace—Vent: Access -Comb. Air—Return Air Vent -115V outlet _ 36. AtAccess &Platform if Furnace in Attic S� Date �2Z�8� Card -BI Date - = 111 Date Card -BI Date Energy Compliance Certificate—Other Certificates -- — — -- Card -BI Card -BI Card -BI DatetU Card -BI Date -- �te' Card -BI Date J�EDat LC4 Z4K I Card BI Date Date FR rMING(Plans) OK except N's Com tents at 11final: 3V Sills: Prooer Material & Anchors Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4 Fire Stops: Furred Ceilings—Stair_s_—C_ha_s_e_s—Tu_b_ Header & Beam—Siz &Bearing sConnectors M^/ Cing. Joist Rftr-Roof Brac.-Truss-Shthnq. np. Hangers—Post Ca —Ancho�8e,,Potec6on—Draft F replace Ties or -Fireplace Throat llic Access: Size Stop -Ins. Baffles 4 Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE I ,U A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office whe correction of work is completed. If you have any question pertaining to this m7ter, or need additional explanation, please contact this office immediately. -V� r ! r !� ' `� U ✓V m"�`�1 ov�V r11%'i. l�f/'�/L/�f[EY Inspector COU F BUTTE DEPARTMENT F PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2754 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine in'spection indicates that the following violations of County Ordinance exist a!/& above address and should be corrected. Please notify this office when rrection of work is completed. If you have any question pertaining to this Tat r, or need additional explanation, please contact this office immediately. . VI PI- . ate 0 (j vc q Jilt/ " Inspector 9 Da COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive,.Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. i i' 1 Inspector t � pDat2 Owner: Permit No. E N E R G Y C�E R T'I F ICAT ION Greenberry Lane, Chico LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Fiberglass Batts Thickness(inches) 3 5/811 CEILING Batt or Blanket Type Fiberglass Thickness(inches) 1111 Loose Fill Type Fiberglass Minimum Thickness(Inches) 10611 Area covered(ft.2) 1.800 FLOOR, ELEVATED Material Fiberglass Batts Thickness(inches) 6 3/4" FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance (R Value) Brand.Name Manville Thermal Resistance(R Value) R13 Brand Name Manville Thermal Resistance(R Value) R30 Brand Name Manville Neer of Bags 34 Wt. per bag 40 lb. Thermal Resistance(R Value) R30 Brand Name Manville Thermal Resistance(R Value) R19 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. LOERKE INSULATION CO.. INC. #499150 FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. ��ion-?i April 1, 1987 v SIGNATURE O NSTALLATIO APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved .plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO._; � & Z'� - g? SIGNA F GENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT N0. ASSESSOR PARCEL NUMBER _ ZONING .moi rk I BUILDING PERMIT77,7 OWNER f l 5,�� TELEPHONE $Q, FT. OCC. BUILDING VA TION oZ 4 8 • o OWNER'S MAILING ADDRESS O 9!0 9,59x-7 e0a44 ^11 736• coo CONTRACTOR'5N ME 60 w TELEPHONE D 00 CONTRACTOR'S MAILING ADDRESS Fireplace /} to u o . u0 CONSTRUCCo /'TION LENDER UNKNOWN Total Valuation c`J• 4 (3 oo Filing Fee $ / 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 3, Cho ARCHITECT OR ENGINEER ©N LICENSE NO. Plan Checking Fee ,$' _ . S" o Energy Plan Checking Fee $O� ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS y®4 4r," Permit fee $ (a7 �l. So PLUMBING PERMIT Filing Fee 10.00 Each Trap 2- 2.00 ;1 y. 00 C h 1 « Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 5; 0 Each qas water heater or vent 5.00 USE OF STRUCTURE SF t6- Duplex F-1 Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 S.00 Mobile Home Is 110.00ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 _ Permit Fee $ 00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 �(�, ves Main servic, DD'L 100 AMP 2.50 Q.� CONTRACTORS LICENSE LAW I decVarundmer penalty of perjury (check one): alicensed under provisions of Chapt. 9, Div. 3 of the Business and Professio die, my license is in II fpo{.rce/J an effect. License No: i Classification (/� /V El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec.—, Business and Professions Code for this reason / oR ADDNST ACC. BLOGS.CCUP.�\ yzOsgft i0 p NEW CONSTR U TI.OUTLET 2.50 ea NON.RESID BRANCH CIRC ITS POWER APPARATUS e SINGLE OUTLET CIR. i EX. OCCUp( OUTLETS OR FIXTURES BAL03 t AL00 FIXED APPLNS EX. Occup. OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 /w1OrvCE Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ ,1J0 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ '1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 1 10.00 Heating p/ p gp QC, 6.00 Cooling / , 00 Hood 3.00 3,00 Ventilation 470 permit Fee Contractor $ p0 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte t nter upon the above-mentioned property for inspection purposes. I als agr a to save, in mnify and keep harmless the County of Butte against all 1' bil' ies, judgme s costs, and expenses which may in any way accrue agai s id Countton nseq nce o e ranting of this permit. Date /(� Signature of Applicant — Owner Contractor ElAgent ❑ An OSHA permit is required for excavations over '0" Oep andmolition Or construct- ion of structures over 3 stories 'n height. Mobile Home Installation Fee $ Energy Inspection Fee $ �, 00 TOTAL PERMIT FEE $ OCCUP. rJ-Zj CONST. PC ' —U CuLsa� FLOODrL71,X D s This permit is hereby issued under sions f the Butte County Code and/or wor i dicated a ove for which T45B OF PUBLIC W ByV PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS / / Date Z4N6V t6 l Nov Receipt No. �� LSA WHITE-D.P.W., YELLOW -ASS[ OR, PINK-INSPECTO GOLDENROD -APPLICANT 4 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION - 7 COUNTY CENTER DRIVE - OROVILLE, GALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET Permit No. OWNER S' -I �.-g d V>,-- lb e -Ar— .Q A. P. No. `/ 7 — 3 '� - 3 S Proposed Building Use 5�= 3 irur,, Building Inspector Date d /� At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . s So l7 2. Plot plans in duplica4e�-t-r+pi°'rcate, signed byy pr preparer of plans. . Complete plans in duplioa-te./Iripffcate, signed by preparer of plans. 1� 4. Complete engineered plans and talcs, with wet signature on plans. arr 5. Plans with Energy Design Compliance Statement. . . . . . CUSD ''Fee's Paid'' Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. Fees of $ /,,.5' of , 90 , , , , , •, �S Letter of signature authorization. . . . . . . . . . . 10 Sanitation approval from ClhtC_0 Health Dept. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ), _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre -Inspection for Required. Pre -Ins a uest to (Date) Pre -Ins P q Buildi Bator Recorded copy of Agricultural Acknowledgment Statement. / g �v 9. Driveway Permit. a 20. Plot lan`approv from city/of _ /0 1211IRr When you issue the permit, process as follows: Mail to owner, Mail to contractor. ✓Telephone f393- -36-4 and hold for pickup at tit _,office, Deliver w/inspector. Other APP licant %l` ��te Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted pr' r o p mi/ ua e• (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: ,,,V"� ��jj �� � Contractor, designer, 'C, was advised of above required data by7�phone_ co -mail unter by�Lpp date /70e_7d1a Contractor, designer, owner, was advised of above required data by—phone— all u f� er by date Plans checked by "to. —Date I O Plans approved by Date / /W I SeXof plans on hold in V' -File cabinet AP folder Copy—DPW — Flours: 10:00 a.m. - 3:00 p.m. TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance rah e- Dea //0 o owner location AP.:,# Driveway permit has been issued for the above prop!.rty`�F.' ca 161 ,�ZGG , Z s ignatu -g6- date 98618 9 100 g)'aoM O'-Ond -'O ' " 3o �un3 3o uNnOo TO: Building Department FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance 0/,:;m , P Ae "&,w Owner Location nn -a C/fie APN Plan approved for: sewage disposal water supply Hold final for: water supply Final clearance O.K. for: water supply Clearance for bedroom mobile orae. Other Note*** Sanitarian Date ti r 11 � l'-�..�.�li'^�Je4�3't�uS.Z.�1tP-�y;'K'Y V� "li i f�.a A+nJ.. ` 1 4 1. 'il.•F^ i 71 �. •. ' • J• .i*d�'.�" ec.C.?3r'+�.n ^ �iYg`,.+.� Y.6 . _ ? wY. _ �-u.� . ^ S. � .: �!•.iv:. - ' RECORD D60;FIG,Lr'CCD� OfCUltECOUNitCEEB;ep OAt MID VALLEY TITLE CO. ` 08i OCT 20 All ll= 59 ELER EEckER CLERX-RECORDER 86-3'7061 t Return to DPW AGRICULTURAL STATEMENT OF ACIUOAZDCEMENt i FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to lend or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not liaited to berbicides, pesticidas, and fertilizers; and from the pursuit of agricultural operations including, but not limited to'cultivation, plowing, sprwying. pruning, and harvesting which occasionally generate dust. smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal. necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: Lot 7, as shown on that certain Map entitled, "WATSON SUBDIVISION UNIT NO. 2'. `[t which Map was filed in the Office of the Recorder of the County of Butte, State of California, on July 27, 1981, in Book 80 of Maps, at pages 92 and 93. Date: October 20, 1986 PLAT! E. / DIANE E. EADMOND State of California ) On this the 20th day of October 19 86 , before Butte ) SS. me, the undersigned Notary Public, personally appeared County of ) Diane E. Deedmond CX1 Personally known to me. L% Proved to an on the baste of satisfactory evidence. ■asausumesaseemasasuas0 to be the person(&) whose name(@) is subscribed to a a the within instrument and acknowledged Clot ale W.J. GOLUNG : executed the same for the purpt!lthe�re:ia contained. Nnt,FrRO-oCC, runxu 8IN WITNESS WHEREOF. I hereuntod and official seat. ••M�.. OF Conn • wy0p11..11 EnF A-* I& ISO � M]eeaaaaaananaonaaIbsen agea`1 Notary Pub 116 Present A. P. lin. _ ,_ .. OF DOCAJttI .._ t% RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FORM •,Owner Climate Zone_ Permit No. Floor Area Compliance path: Pac ag ❑ A ❑ B ❑ C Point System []Budget ❑ Other MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling 2 _ d ❑ Wall ❑ Slab Floor Perimeter O ❑ Raised Floor —�— (2) INFILTRATION: ❑ / (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and — / labeled. L� (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Arealazing %Floo ea Single Doub�,e Triple Total Bldg _ 1 �3 I . W ✓ North .0 v East 1$ (/ Lg South 0 D (/ West --� ❑ Skylights (B) Shading Shading Coefficient Description East . 001 South . Ulf- ` West ❑ Skylights f3o***' (C) South Overhang Length of projection Z• ft. Description ❑ (D) Moveable insulation: Area ft2 Description (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location 7/83 FORM 0 ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating ❑ Central Gas Furnace *1 FNI (brand and model number) Btu/hr (heating capacity) o�0 SE Heat Pump _7- �__ S6 (brand and model number) Btu/hr (heating capacity at 47°F) Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope Other W. (describe) (B) Cooling Electric Air Conditioner (brand and model number) Btu/hr (cooling capacity at 95°F) Electric Heat Pump (seasonal EER) I. jr EER Btu/hr (cooling capacity at 95°F) ❑ Other _ (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for htat pumps. MO (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation 670 eZ ', heating load �$ BTU elevation factor x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature 102- °, cooling load g 0 BTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. IBJ DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Tle 24, Part 2, Chapter 2-53 of the Californ' Administratio itn Code. 7/83 SIGNATURE OF BUILDING DESIGNER OR APPLICANT 3 1 o FORK (6) DOMESTIC WATER SYSTEM 13 (A) Gas Only 6 0 S Gallons (brand and model number) (tank size) ® Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) �'* Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) Acolctor tilt) Location of Solar Panels pp -}}-- Q Other (Describe) , (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T2O-14O8(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. 010, (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation 670 eZ ', heating load �$ BTU elevation factor x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature 102- °, cooling load g 0 BTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. IBJ DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Tle 24, Part 2, Chapter 2-53 of the Californ' Administratio itn Code. 7/83 SIGNATURE OF BUILDING DESIGNER OR APPLICANT 3 Tight - the above standard features plus: ❑ (D) Continuous FORM barrier'. (E) Thermal RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY (E) is Owner outlet plate Climate Zone_ Permit No. Floor Area ❑ IU � _31101-6& Compliance path: Pic � ag ❑ A ❑ B ❑ C L� Point System ❑ Budget ❑ Other GLAZING: MIN R -VALUE DESCRIPTION (A) REQ'D - Area Ft. INSTALLED ITEMS (1) INSULATION: Location Arealazing �3 %Floo ea Single ie Roof/Ceiling _ d ff<Total Type ❑ Wall �1- Ft. HC= ❑ Slab Floor Perimeter O North East ❑ Raised Floor �— L7 Type (2) INFILTRATION: Ft.Z HC= ❑ / (A) A vapor barrier is required in climate zones, 1, 14 & 16. _ (B) All manufactured windows and sliding glass doors shall meet the (B) Shading 1972 ANSI Air. Infiltration Standards and shall be certified and HC= / labeled. Location L00000, — (C) All swinging doors and windows leading to unconditioned areas Type shall be fully weatherstripped. Ft. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier'. (E) Thermal ❑ (E) Electrical outlet plate gasket Type ❑ (F) Air-to-air heat exchanger R= (3) GLAZING: (A) Location - Area Ft. HCa R= MC= Location Arealazing �3 %Floo ea Single ie Double Triple ✓ ff<Total Type Bldg - Area Ft. HC= lL' MC= North East . D y L7 Type South Westi - Area Ft.Z HC= ❑ MC= Skylights _ (B) Shading - Area Ft.2 HC= LEI 7/83 Shading Coefficient Description East _ W, -_ South (Af_ West • 1. B. Skylights (C) South Overhang Length of projection T_90" ft. Description (D) Moveable insulation: Area _ ft -17 -Description (E) Thermal mass Type - Area Ft.2 HCa R= MC= Location Type - Area Ft. HCa R= MC= Location Type - Area Ft. HC= R= MC= Location Type - Area Ft.Z HC= R= MC= Location Type - Area Ft.2 HC= Ra MC= Location Type i - Area Ft. HC= R= MC= Location ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall -be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating ❑ Central Gas Furnace % (brand and model number) SE Btu/hr (heating capacity) Heat Pump ",5' SF (brand and model number) AGgg- Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope Other Iq/_5 - (describe) (B) Cooling Electric Air Conditioner (brand and model number) Btu/hr (cooling capacity at 95°F) Electric Heat Pump (seasonal EER) I - �r EER 7/83 . 2 Btu/hr (cooling capacity at 95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for htat pumps. (� (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall. be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic'to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 . 2 FORK 1 (6) DOMESTIC WATER SYSTEM` ❑ (A) Gas Only Ko Q 5 Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft 2 (backup heater type, brand and model number) (collector area) (collector orientation) ;(collector tilt) Location of Solar Panels pp �F n Other (Describe) (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. ,.,/ (7) LIGHTING P (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). =`1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevationo7� oZ ', heating load BTU elevation factor x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature &1-0, cooling load dOQ BTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ' ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the Californ' Administration Code. 7/83 SIG NAfURE OF BUILDING DESIGNER OR APPLICANT 3 O ` 'vo� ��C �/� �� �( Bld Perxit 6 3 t !of- ft`� F.140M g OWNER A.P. 4 RESIDENTIAL PLAN' CaECKING GUIDE (S.F., DUPLEX 6 MISC. ONLY) ` 7/85 GENERAL WZoning requfrencnts: (sideyards and number of permitted living units). � 2. Valuation. Plans signed by designer. _ R �V Energy Design and Compliance. 5. Existing violations on property. PWT PLAN OComplete parcel size and dimensions. Setbacks, efdeyarde, casements, etc. Other buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. H7 6. Special conditions on creation map or compliance document. A �l FLOOR PIAN Complete to scale plan with dimensions. *4. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). ^` d. Skylights (Chapter 34 6 Sec. 5207). 1rY O Human impact glass (Sec. 5406). Regisired room sizes, ceiling heights (Sec. 1207). {^ G.F.C.I.'a in baths, garage and exterior outleta (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. H Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. top Garage firewall, door size, and closer (Sec. 503(d)(3)). 11. 1 -.3'0" exterior exit door (Sec. 3304(e)). 1 Fireplace and wood stove location. ® Smoke detectors (Sec. 1210). VFoundation STRUCTURAL DETAILS plan cocaplete enough to construct building. Vt . Floor construction details complete enough to construct building. Elevations and Wali construction details complete enough to construct building. V Roof construction details complete enough to construct building. 5. Fireplace construction details ind cines if necessary. /J 0 Sufficient data and details to sati:,fy energy requirements (State Law) (Form 1). V KISCELLANEOUS ITEMS TO LOOK. OUT FOR 1. Exposure I 1,15 -wood on exposed location; and overhangs. 2. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 3. Guardrail details (Sec. 1711 6 3.306(j)). (� 4. Brick or stone veneer (Chapter 30). ,vT ® Exterior plaster - weep screeds (Sec. 4706). 6. Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. i5]•� ems\ Garage door or porch header sizes. Adequate bracing. r 10. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 11. Two exits on three-story dwellings (Sec. 3303 6 see Mezannines 1716). r ® Attic access and ventilation (Sec. 3205). A` 1nS 13. Underfloor access and ventilation (Sec. 2516). W Wood stoves, clearances, alcoves 6 1 -hour shafts. Combustion air for fuel burning appliances. 16. Noise requirements on duplerce. • • 17. Adobe culls - special foundation design. 18. Retaining walls requiring design. Q 19. Unusual shape, size or split level house requiring lateral design. TOTAL POINTS =_ -able 3-1. Slab Floor Points 17n ula- I R -Value of Insulation I I tiun I I I Depth, "inches i 0-2 1 3-4 ! 5-•6 F 7+ 1 0- 11 I -5 1 -5 1 -5 I -5 I I 12 - 15 I -5 1 -3 I -2 1 -1 i ! 16 - 19 i -3 1 -2 I -1 1 0 1 I 20 + I -3 1 -1 1 0 1 +1 I 7/7/83 Table 3-2. Raised Floor Points I R -Value of I I Insulation I 1 ZONE 11 I below 3 i -12 OWNERr' POINTS PERMIT NO. - " A L �S� ASSIGNED ACTUAL 1. SLAB - INSULATION T2 I 1 •19+ I 12. RAISED FLOOR - R-19 �_ 0 3. CEILING - R-30 0 I 0 I It 4. WALL - R-19 t •bb =4 5. NORTH GLAZING - 2.413.6% - 05' +4, • I South 1 3 SU b 6. EAST GLAZING - 2.5-3.6% I 0 -.18 1 0 1 +1 I +2 I +2 I +3 7. SOUTH GLAZING - 1.6-3.67 0 0 I .67 up 1 .i 0 1 -2 I -4 I -4 I -6 4 4 ` Z S. WEST GLAZING - 2.9-3.6% •Z to I to 1 to 1 to I up 9. SKYLIGHT - 0-1.3% 0 1 +1 I +3 I +6 I +7 0 10. SHADING (Exclude Overhang) 0 1 -1 1 -3 1 -6 1 4 .58-.82 I -1 1 -3 I -6 I -12 I -15 EAST - .66 " " • WO ♦7 .1 i .6 11.6 13.2 14.0 SOUTH - .19-.42 to I to "I to 4 to 1 to 1 .7 11.5 1 3.1 13.9 1.5.2 1-T- 0-.12 10 WEST - .13-.36 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 .SKYLIGHT - .37-.57 .58-.82 .I 0 11. HORIZONTAL SOUTH OVERHANG 2' -� t O 12. MOVABLE INSULATION - NONE 13. •INFILTRATION (Standard=0)(Tight=+12) %Tel • V 14. THERMAL MASS SF 15. ,GAS FURNACE (SE) 71-76% 16. HEAT PU1fP (EER) 7.5-7.9% 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% WOOD STOVE L� fj-ii WATER YHEATER ATTIC 'la OTHER . TOTAL POINTS =_ -able 3-1. Slab Floor Points 17n ula- I R -Value of Insulation I I tiun I I I Depth, "inches i 0-2 1 3-4 ! 5-•6 F 7+ 1 0- 11 I -5 1 -5 1 -5 I -5 I I 12 - 15 I -5 1 -3 I -2 1 -1 i ! 16 - 19 i -3 1 -2 I -1 1 0 1 I 20 + I -3 1 -1 1 0 1 +1 I 7/7/83 Table 3-2. Raised Floor Points I R -Value of I I Insulation I 1 1 Points 1 1 I below 3 i -12 1 3-4 I -8 1 I 5-7 I -6 I 1 8 - 12 I -4" I I 13 - 18 1 T2 I 1 •19+ I 0 I Table 3-3a. Ceiling Insulation Points I R -Value of Insulation I i I Points I ! I Orten- 1 T- Floor Area I 22 I 1 -230 I East 0 I 38 I +2 I I49 I +4 I I 3 Table 3-4s. Wall Insulation Points R -Value of Insulation I Pointe I 19 1 0 1 1 24 1 +2 1 30 1 +3 1 Nor I I Glazing Type 1 ! Total I 1 I 2 of Sngl, Dbl, Trp1, 1 Floor I U- I U- I U- I I Area ! 0.66 1 0.42- 10.41 I ( 11.10 10.65 1 down 1 0 +4 a 4 +4 1 0.1- 1.2 I +4 ! +4 1 1.3- 2.3 I +1 ! +2 I +2 I i 2.4- 3.6 I -2 I 0 1 +1 I I 3.7- 4.8 I -4 I -2 I -1 I I 4.9-' 6.1 ( -7 I -4 jr -3 I 1 6.2- 7.3 I -9 I -6 I -5 I I 7.4- 8.2 I -12 I -8 I -7 ! 1 8.3- 9.7 1 -14 I -10 I -8 1 ( 9.8-10.8 I -17 I -12 I -10 I 110.9-12.0 I -19 I -14 i -12 I 112.1-13.2 I -22 ! -16 I -13 1 113.3-14.5 I -24 I -18 I -15 I 14.6-15.3 i -27 i -20 i -17 Table 3-6. EA8 t -Facing Glazing Pts. 1 I Glazing Type I - I Total I i I I of 1 Sngl, I Dbl, Trpl, I Floor I (U - I (U - 1 (11 - I I Area 1 1.10) 1 0.65).1 0.41)1 1 11P# nts ! olnts I oints! 1 0 I + +4 r4� 1 up to 1.3 I +3 I +4 1 +4 1 1 1.4- 2.4 I +1 . I +2 1 +2 1 1 2.5- 3.6 1 -2 I 0 1 O I 1 3.7- 4.6 ( -5 I -2 I -1 I 1 4.7- 5.6 I -8 I -4 1 -3 1 1 5.7- 6.7 I -10 i -6• I -5 1 6.8- 7.7 I -13 I -8 ( -7 I 1 7.8- 8.7 1 -15 I -10 I -e I 1 8.8- 9.7 I -17 I -12 1 -10 1 I 9.8-11.2 I -21 I.-15 1 -13 I 111.3-12.7 I -25 I -18 -1 -15 1 112.8-14.0 1 -28 I -21 I -18 i 14.1-15.3 1 -32 ') -24 1 -20 1 Table 3-7. South -Facing Clazlna Pt I . 1 Glazing Type I • Total I 1 2 of I Sngl, I Dbl, Trpl, I Floor I (U - I (U - 1 (U - I Area 1 1.10) 10.65) 10.41) I 1 fnts I oi +� in !points 0 +s +3 1 up to 1.5 I +z 1 +2 I +2 i 1.6- 3.6 1 -1 1 0 ( 0 I 3.7- 5.2 1 -4 1 -2 I -2 1 5.3- 6.5 1 -6 I -4 I -3 I 6.6- 7.7 I -9 i -6 1 =5 I 7.8- 8.9 I -11 i -8 1 -7 I 9.0-10.0 I -13 I -10 .1 -9 110.1-11.5 1 -17 1 -13 I -11 111.6-13.0 I -21 I =16 I -14 113.1-14.5 ! -25 1 -19 I -16 114.6-16.0 I -28 I -22 I -19 a Table 3 -LO. Shading Coefficient Points Table 3-8. West -Facing Clazin Pts. I Glazing Type 1 I Total I 1 X of I Sngl, I Dbl, I Trpl, i Floor I (U - I (U - I (U - I 1 Area1110) 10.65) 1 0.41)1 I I oints I oints I ofntsl o +i+6 +i I up to 1.3 I +5 1 +6 I +6 I I 1.4- 2.2 1 +3 1 +4 I +5 1 I 2.3- 2.8 1 0 1 +2 ( +3 I I 2.9- 3.6 I -3 I 0 1 +1 I I 3.7- 4.2 I -5 I -2 I 0 1 I 4.3- 5.0 I -8 1 -4 I -2. I I 5.1- 5.6 I -10 I -6 1 -4 I 5.7- 6.2 1 -13 I -8 1 -6 1 I 6.3- 6.9 I -15 1 -10 i -7 I I 7.0- 7.6 I -18 I "-12 I -9 I ( 7.7- 8.2 I -20 ( -14 1 -11 I I 8.3- 8.8 I -22 ( -16 I -13 I i 8.9- 9.5 I -25 I -18 I -15 I I 9.6-10.1 ! -27 1 -20 I -16 I 110.2-11.0 1 -29 I -23 i -17 I 111.1-11.8 1 -35 I -26 I -21 1 111.9-12.7 I -38 1 -29 1 -24' ! 112.8-13.5 I -42 I -32 I -27 I 13.6-14.3 I -46 ! -35 1 -29 1 14.4-15.2 I -50 I -38 1 =32 1 I I I I Table 3-11. Horizontal South Overhane Points Table 3-9. Skylight Points I South Glazing I Length Out I Area, 2 of Floor I I I Glazing Type I I from Wall 1 I I Total I I I ft T 1 Z of TSngl, Dbl, I Trpl, 1 0-6.3 1 6.4 up I I Floor I U- I U- 1 U -I I Area 1 0.66- 10.42- 10.41 I I 1 1.10 i 0.65 I down I 1 up to 1.3 1 -1 1 0 1 0 1 I 1.4- 2.2 I -3 I -2 I -1 1 I 2.3- 2.8 I -6 I -4 I -3 I I 2.9- 3.6 I -9 I -6 1 -5 1 3.7- 4.2 i -11 I -8 i -6 I I 4.3- 5.0 I -14 I -10 I -8 I I 5.1- 5.6 I -16 I -12 ( -10 I I 5.7- 6.2 I -19 1 -14 I -12 I I 6.3- 6.9 I -21 I -16 ( -13 I I 7.0- 7.6 I -24 ( -18 I -15 1 I 7.7- 8.2 I -26 I -20 I -17 1 8.3- 8.8 I -28 I -22 ( -19 I I 8.9- 9.5 I -31 i -24 I -21 I " 9.6-10.1 1 -33 I -26 I. =22 I I SC by I I Orten- 1 T- Floor Area tation 0 I� I East I I 3.2 I +4 I i 0-3.1 to 6.4 up I I 3 I 0 -.19 I 0 i +l ( +2 I .20-.36 I 0 I 0 I It ( .37-.66 ( 0 1 0 I 0 .67-.82 I 0 1 0 I -1 .83 up i 0 i -1 i -2 I South 1 0 1 3.2 1 6.4 18:0 I I to I to I' to I to I up 13.1 16.3 I 7.9 1 9.5 I I 0 -.18 1 0 1 +1 I +2 I +2 I +3 .19-.42 1 0 1 0 1 0 1 0 1 0 1 .43-.66 1 0 1 -1 I -2 1 -2 -3 I .67 up 1 .i 0 1 -2 I -4 I -4 I -6 ' West I .1 11.6 13.2 16.4 I 3.0 I to I to 1 to 1 to I up 1.5 i 3.1 i 6.3 i 7.9 0-.12 1 0 1 +1 I +3 I +6 I +7 .13-.36 I 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 1 -3 1 -6 1 4 .58-.82 I -1 1 -3 I -6 I -12 I -15 .83 up I I -2 I -4 1 -8 I -16 i -20 I I Skylight I .1 i .6 11.6 13.2 14.0 I to I to "I to 4 to 1 to 1 .7 11.5 1 3.1 13.9 1.5.2 1-T- 0-.12 10 I +1 1 +3 I +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 I -' .58-.82 .I -1 I -3 I -6 I -12 i -a .83 up I -2 1 -4 I -8 I -16 I -20 I I I I I V - u. ). I -[ 1 -a• 1 0.6 - 1.0 I -2 I -3 I 1.1 - 1.9 I -1 I -2 I' 2.0 up I 0 I 0 I' Table 3-12. Movable Insulation 1 Moveable Insulation] I Area, S of Floor I I ! I Points I I I 0- 5.5 i 0 I� I 5.6 - 11.S I +2 I I 11.6 - 17.5 I +4 I I 17.6 - 27.5 I +6 I I _23.6+ 1 . +8 I - Table 3-13. •1n071tvatlon Control Feetyrea Points 7- 1 Control Features I Points I I I 1 I Standard I 0 I I I I 10.9 air changes per hr ( I I I I T- I Tight I +12 I I I I 10.6 air changes per hr I' I 1 1 I Table 3-15. Cas Furnace Without Refrleeration Cool:r.a Points I Seasonal Efficiency 1 Points I 1 (SE), Z I I I I I 71-76 I 0 1 I 77 - 82 I +2 1 1 83 - 88 I +4 I I 89 - 94 I +6 1 1 95 up I I I +8 1 I I 8.4 - 8.7 Table 3-16. Heat Pumo Points 1 Energy Efficiency I Points I I Ratio (EER) ; 1 1 7.5 - :.9 I +3a I I B.0 - 8.3 I +6 1 I 8.4 - 8.7 I +9 I I 8.8 - 9.1 I +12 I I 9.2 - 9.6 I +13 1 9.7 - 10.2 1 +18 1 I 10.3 - 10.8 I +21 I I 10.9 - 11.5 I +24 I I 11.6 - 12.3 I +27 I I 12.4 I - 13.2 I +30 I I C D A Table 3-17. Cas Furnace With Refrlveration Cooling Points Mefrigeraciod Cas Furnace I I Cooling I SE : I I171 -177-i83-189--195 I 1 761 821 881 941 u I I 8.0 - 8.3 I 0I +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +61 +91+16 1 1 8.8 - 9.2 1 +41 +61 +81+101+12 1 1 9.3 - 9.7 1 +61 +81+101.121+14 1 I 9.8 - 10.3 1 +31+101+121+151+16 1 110.4 - 10.9 j+1Gj+L2i+151+161+18 I 111.0 - 11.5 1+121+141+161+•131+20 1 I I ! I 11 7/7/83 MLE 3-14 (ADAPTED) 4ASS nurl l tae &era en, er rnn♦ ZONE 11 INTERIOR THERMAL MASS POINTS AREA 1,000 I 0-6 I 0 1 1,500 +2 I I 15 - 23 j 2,000 24 - 30 +6 I 2,500 +8 J I 3,000 I 48 - 55 I I 3,500 +14 I I 64 - 71 I 1,000 I 72 up I I I,SOO 5,000 I SQ. PT. 1 A 8 C D A I C 0 A B C D A 8 C D I A B C 0 A e C O. A e C D A i C 01 A I C 50 2 2 2 2 2 2 2 0 1 2 2 2 0 0 0 0 0 0 O 0 O 0 00 Or 0 0 0 00 liM 1Ain 0 0 0: +14 0. 0 +f9_ r -+34- 0 '.00. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 O I 0 0 0 0 ISO 6 6 6 4 4 4 4 2 2 '2 2 2 2 2 2 2 2 t 2 2 2 2 2 1 2 2 2 0 2 2 2 0 2 2 2 0 200 e B 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 •2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 . 2 0 253 10 10 a 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 7 2 2 2 2 2 2 2 2 2 i 309 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2. 2 2 2 2 7. 2 2 2 7 2. 2 2 2 350 14 14 12 8 10 10 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 7 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 / 2 4 4 4 2 4 4 4 2 4 4 2 2 4 4 2 2 S03 600 IS 22 18 20 16 18 10 12 12 14 12 14 10 12 6 8 10 12 10 12 8 10 6 6 A 10 8 10 6 8 4 6 6 8 6 8 6 6 4 4 6 8 6 G 6' 6 2 4 6 6 6 6 4 6 2 4 4 6 4 6. 4 4 2 2 4 i 6 4 6 4 4 j 2 703 230 900 1,010 1,;OU 1,200 24 26 28 30 .12 34 24 24 28 30 37. 32 20 22 74 26 28 30 14 16 16 18 2O 22 18 20 22 ?2 24 26 16 16 20 20 24 26 lis 16 18 20 22 22 10 10 12 14 14 16 14 14 16 18 20 22 14 14 16 16 20 20 12 12 14 16 18 18 8 8 10 10 10 12 10 12 14 14 16 18 10 10 14 It 16 18 10 10 12 12 14 14 6 6 8 8 8 10 10 10 12 12 I14 14 10 10 12 17. 14 14 6 B 10 10 12 12 6 6 6 6 8 8 e 10 10 12 12 14 e R 10 10 12 12 6 B 3 .10 10 12 4 I a 4 ! 6 0 6 I10 6 10 8 12 6. 6 a 10 10 12 6 6 '8 a l0 10 1 < 4 6 6 a 6 e a a 10 1J 6 6 a 8 10 10 6 6 6 0 a B 11 4 41 4j 61 6 6 6 e 3 !J lO 6 6 a a e In a 6 6 G £ a ), r. 4 I 6 i 1,300 1,400 34 34 '34 34 32 32 22 24 28 28 26 28 24 26 16 18 22 24 22 24 20 20 12 11 18 1S 20 le 18 10 12 14 18 14 16 14 14 8 10 14 14 12 14 12 12 8 8 12 14 12 14 10 12 6 8 12 12 10 1? 10 ;0 G� C; 10 20 ;0 10 F. 17 o , 5 I.ieo 136 2,300 2,509 7,000 3,500 1,930 34 34 24 30 34 I ice- 30 34 26 32 18 22 21 30 34 24 30 34 22 26 30 110 14 18 22 22 26 30 34 20 26 30 32 la 22 26 30 12 16 18 22 18 22 26 30 32 18 22 26 30 32 1610 20 24 26 30 14 I20 16 18 20 16 24 28 30 32 16 20 24 :6 30 32 14 18 22- 24 26 30 ,8 12 14 I22 16 !24 ld f 20 14 18 28 30 14 18 22 24 28 30 12 16 7S 22 74 26 tl 17 10 16 ;2 20 14 22 16 26 18' 75 12 16 20 22 24 28 10 i4 IS 20 27 24 61 LI I;• ,4! It i if 126 ;2 14 is :: ±; 12 14 IS i3 ;4 2S 1;. 12 I6 20 7: 1 u i 8 1 '0 14 1f j 4,500 I32 32 28 20 30 30 26 it id 2S ?- ;E ; 12 t7 V 20 1 IJ ;G .6 .1= 1 A) 1. 3'1` Concrete Slab: HC -8.93; R-.29; Factor -7.3 2. 3 3/4` Thick Common Brick: HC=7.125; R-.13; Factor -7.3 B) 1. Sk' Concrete Slab: NC -14.106: ?•.458; Factor•7.1 C 1. 8` Solid Filled Block: HL•20.63; R-1.9]; Factor•,., 2. 8` Solid Filled Block With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thersal'Nsss Area: HC -10.164; R-.965; Factor -6.1 0) 1` Thick Concrete/Tile: KC-2.SS; R-.083; Factorr3.7 Table 3-19. Zonally Controlled Electric Resistance Space Heating Points ' I Pointefor this eKasurc will Table 3-20. Solar Hater H..tinz With ras Backu Points I be completed after the CEC 1 I has approved an Alternative 1 Component Package for Resistance I I Beat. I Table 3-18. Active Solar Spnee Heatinst witn Gas Points I Net Solar Fraction I Points I I (NSF), x I I I 1 I wood stove 1133 points�no back up) casablanca fan + l.point 1 Multifamil (per unitpoints) Points I I 0-6 I 0 1 1 7 - 14 I +2 I I 15 - 23 j +d I 24 - 30 +6 I I 31 - 39 I +8 J 1 40 - 47 I : +10 I I 48 - 55 I +12 1 I 56 - 63 I +14 I I 64 - 71 I +18 I I 72 up I +20 I wood stove 1133 points�no back up) casablanca fan + l.point 1 Multifamil (per unitpoints) Points I I I 1 I Cap Only ( I Floor Area I 1 Beat Pomp ( I I 0 I Net Solar Fraction (NSF).+ Z I I perunit, it 2. j I Meectng the Require- 1 I agents lu Pact 2 I I 0 i I I Electric Resistance I I I I only -:0 ; 0.9 i0 -i9 20-29 30-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8' +10 +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2 r00 and u 0' +1 +2 +4 +5 1 +6 +7 +9 All others (pp SUO-899 liM 1Ain 0 pn1nt9) +5 +10 +14 +19 +24 +f9_ r -+34- 90(Y-999 0 +4 +9 +13 +17 +i1 +26 +30 1,000••1,199 0 +4 +7 +11 +15 +-19 +22 +26 1.20fr1.499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1.999 0 +2 +5 +7 +9 +12 +14 +I6 2,000-2.999 +2 +3 +5 +7 1 +8- +10 +11 3,00:0 ar.d no -0 0 +1 +3 +5 +5 4-7 +8 +10 Table 3-21. Other Water I!eatlnq Pts. I System Type 1 Points I I I 1 I Cap Only ( I 0 ) I 1 Beat Pomp ( I I 0 I I 18ul3r with Electric I I I ( Re4istonce Backup I j I Meectng the Require- 1 I agents lu Pact 2 I I 0 i I I Electric Resistance I I I I only -:0 ; H a r ca e � Ln J _ W LL- M Ce � La C) C � � 0: � c� km w o _®cio rn xr ..Q= OD H shown on ,said "Exhibit B" s PARCEL I -B: Condo%nium Unit 12, as sh-w on that certain ndominium Plan Marked "Exhi it B" d attached t E abling Declarati E tablishing A P1 for Cond minium nership for or andy Gardens, w ch lan was record d July 10, ° 980,- ri ook 2531, o Of icial Records, t Page 165 and re- ec rded July 24, 19 , in Book '534, of Official ecords, at Page 50 utte County. Reco d , PARO�EL I -C. c The'exclusiv right t posse sion and o cupancy f the are designated R-141 as shorn on tha Condo inium Plan referred �o in Par el 2, hove. PARCEL 1/—D: A non- xclus've ease ent for storage pFrposes over that c rtain 9.3 foot by 11. 4 foo arca hown as R-12 on / he Condomin um Pla referred to in Parcel 2, ab ve. PAf CEV I -E: A o-exclus've a sement for laund-y purposes ove th t certain 6.34 foot by 7.67 foot are shown as -12 on the Condominium Plan referred t in Pa el 2, abo e. Return -to DPW` "" ~' 'AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT -- FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising 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 zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. ' All that real property situate in the County of Butte, State of California, described as follows: Lot 7, as shown on that certain Map entitled, "WATSON SUBDIVISION UNIT NO. 2", which Map was filed in the Office of the Recorder of the County of,Butte, State of California, on July 27, 1981, in Book 80 of Maps, at pages 92kand.93. Date: october 20. 1986 State of California County of Butte LRTYPOWNER :L� DIANE E. EADMOND On this the 20th day of October , 19 86 , before SS. me, the undersigned Notary Public, personally appeared Diane E. Deadmond /x/ Personally known to me. / / Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) is subscribed to a the within instrument and acknowledged that she ° W.J. d'aA1.LiNG ® executed the same for the purpose.A therein contained. ® _ ` NOTARYPUBIIC-CALIFORNIA u IN WITNESS WHEREOF, I hereunto hand and official seal. ® * Butte County ® My commission Expires Aug. 19, 1988 • i A r� Present A.P. No. -9 7 — 3a -3S Notary Public AND OE DOCUMENT V 9F MwEd I Ell T— ] r4l, ..........