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HomeMy WebLinkAbout025-090-070025-090-9*O/j0' 01-3056 EARLEY, LARRY & DONNA 2q I WILLY WAY, OROVILI CONT: JOHN STARR Fif1gl NSF 3BR 3BA ATT GAR A�F B07-2048 025-090-070 MISCELLANEOUS Ag Exempt AG BLDG: HAY & TRACTOR STORA( 291 WILLEY WAY EARLEY, LAWRENCE JOHN & DONN BUTTE COUNTY Ir DEPARTMENT OF DEVELOPMENT SERVICES AGRICULTURAL BUILDING EXEMPTION PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 291 WILLEY WAY Owner: Permit No: B07-2048 APN: 025-090-070 EARLEY, LAWRENCE JOHN & Issued Date: 10/25/2007 By KEJ Permit type: MISCELLANEOUS 291 WILLEY WY Subtype: Ag Exempt BIGGS, CA 95917 Expiration Date: 10/24/2008 Description: AG BLDG: HAY & TRACTOR STOI (530) 990-3600 Occupancy: U-3 Zoning: A-40 Contractor Applicant: Square Footage: FACTORY DIRECT METAL INC EARLEY, LAWRENCE JOHN Building Garage Remdl/Addn P.O. BOX 1898 291 WILLEY WY REDDING, CA 96001 BIGGS, CA 95917 (530) 244-7510 (530) 990-3600 Other Porch/Patio Total FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $115.98 Total Charged: $191.68 Fees Paid: $191.68 Balance Due: $0.00 Receipt No: B4814 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Fxpires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License FACTORY DIRECT METAL INC 862138 / D-24 / 08/31/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/25/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and The Contractor's License Law dows not apply to an owner of the property who builds or improves policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 1838268 Exp. Date:01/01/2008 Contractor's License Law.). (This section nee not a completed if the permit is for one hundred dollars ($100) or less.) ❑ IAM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/25/2007 compensation provisions of Section 3700 of a Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 10/25/2007 I hereby certify that I have read this application a d state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Stale laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMP SATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINA PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN AD (TION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the ab menti property for inspection purposes. I hereby certify that I am the property/Werora ori the prfo e�rtyowner'sbehalf.�"��� �/ti✓W 4� f y�' "10 5/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permi P n [SIGN] t Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR; Agent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip a BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PERMIT BUILDING PERMIT APPLICATION NO. OFFICE #: (530) 538-7541 FAX #: (530)538-21 *40 A FEE WILL BE REO UIRED AT TIATE OF APPLICA TION' Website: www.buttecounty.net/dds 20 **PLEASE PRINT CLEARLY** Name BIN # ARCHITECT/ENG/NEER Address City State Zip Phone Fax E-mail State License Number ANT INFORMATION Name APPLIC Address / City , �, State Zip Phone Fax E-mail PROJECT LOC— A N AP# Property Ad ress` La ( W► I lt'u ��(n� *E, �ty , — A A WORKER'S COMPENSATION Policy Number Carrier h hiring anyone other than license contractors, a cerfificafe of worker's compensation must he shown at the time of permit issuance. LEND/NG A— GENC y Name Address �• ���.��,�,� ural[rl iFCUte � i 15. �3cti ld;ng �r'rri�t r e q I -cot T*lm m a� Q -2G -0q Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR . t; 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: O Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued_b_yMU-B*ikQng Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year r e date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provi a onstruction progress has been documented by the Building Division during each year during scheduled inspections. No changes be made in. the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the pe ittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of w k covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. iv L , � 6- N. £x+M0 Perm'rls EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2048 Date: 10/01/2007 Location: 291 WILLEY WAY Parcel Number: 025-090-070 Owner Name: EARLEY, LAWRENCE JOHN & DONN Phone: (530) 990-3600 Description: AG BLDG: HAY & TRACTOR STORAGE (30'X 40') Signature of Property Owner:'' Date: 10/01/2007 FIL Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2048 Date: 10/01/2007 Location: 291 WILLEY WAY By: KCG Parcel Number: 025-090-070 Sub Type: Ae Exempt Owner Name: EARLEY, LAWRENCE JOHN & DONN Phone: (530) 990-3600 Description: AG BLDG: HAY & TRACTOR STORAGE (30'X 40) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: �! Title: N FILE Date: 10/01/2007 NO W ILLC`J WA PdYYICAL 62-A7> � cENTE2 ��N� c: ,ofi� ioa� Mt Y W&MY P F Z f ' i f HO .4pi0 - Rows io BU fE \\ COTT TY q\�l 17 \, O' -f 0 1 2007 EVL[,ilPMENT SERVICES NOTES RESIDENTIAL 25 090-066 + 01-3056 PERMIT Ni EARLEY, LAR)':Y & DONNA gjI WILLY WAY, OROVILLE CONT: JOHN STARR NSF 3BR 3BA ATT GARAGE OFFICE COPY Address GAS Meter By pa�� ELECTRIC Mete �1GAS Meter By Date ELECTRIC CHECKED Meter By - Date '� BY 4 FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. f 1""'SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS i SUB -STANDARD HOUSING LETTER Y 4-0 fo s i '. JOB FINALED Signature i AK _t RESIDENTIAL 25 090-066 + 01-3056 PERMIT Ni EARLEY, LAR)':Y & DONNA gjI WILLY WAY, OROVILLE CONT: JOHN STARR NSF 3BR 3BA ATT GARAGE OFFICE COPY Address GAS Meter By pa�� ELECTRIC Mete �1GAS Meter By Date ELECTRIC CHECKED Meter By - Date '� BY 4 FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. f 1""'SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS i SUB -STANDARD HOUSING LETTER Y 4-0 fo s i '. JOB FINALED Signature i AK = OK 0 �=' Not OK = Not Applicable - = Not Ready MOBILE HOMES Date ` MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Size -Spacing -Marriage Line 1. Zoning Requirements -Setbacks -Easements 4. -Electricity; MH.Test-Crossovers-Breakers-Clei rances 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Water and Sewer Connected -C/O to Grade -HD Approval 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Exits; Insp.-Sketch 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ PLPG ' 12. 7. Well Clearance 8 Discorinect Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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-Clei rances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 tt MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors - 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s _1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness ` Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s J---fSning- Setbacks- Easements- Flood -Slope 2. tg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. t ., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Porches & Decks; Soils -Steel-/ /" Fig. Depth 5.- Sjemwalls, Main; Steel-Blockouts-Wrapped old Downs and Special Anchors Sla , Steel -Wrapped 8. iers-Fireplace Ftg.-Steel „ .S. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test V.Y. 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 Access & Ventilation Insulation 41 J Date Card -1 Me 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 .V.; Test Fittings & Anchor -Nail Protection 7 0 °r'w . Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. ure & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. 8613..es & No. of Conductors Stapled '26. Flpmex Installed Close to Edge of Studs & C.J. 2 . E ip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Su ed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At In fated Neutral p Yes ❑ No Service -Riser Conductors & Ground Main Disconnect 32. Eqo. . Clearances Panels-Motors-Mech. Equip. i,ff.'C1othes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 . A.C. Ducts Insulation & Support X36. Yeni Fan, Exhaust above insulation 3 . Condensate Drain & Overflow, Size & Grade 3!/furnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 9. 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 4/ Sits Proper Materials & Anchors 1/Walls Studs -Nailing Spacing & Braces -Plates -Sound 4. B ring Walls over Girders & Floor Nailing 44. raft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. gars -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49._,Wic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing 52._Property Line Firewall & Openings 3. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. airs; Width -Headroom -Rise -Run -Landing -Fire Protection -5157 Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. ing-Nailing Veneer -1517 Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access j ? 120. Glazing Area -Glass Protection -S ' ts-Plastic �- Walls; Nailin It _ Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. teps-Door & Sidelight Protection -Landings 6 mo etector 6 urnace Vents -clearance -Comb, Air -Connector - In G ge; Above Floor -Ducts -Mach. Protection Ve-de-droom Exiting G.F.I ath Fixtures & Tub Access -Spa W-fl_ei Subpanel, Breaker Sizes & Labels Stairs & Rails ir_B ace or Stove, Clearance -Hearth 7T--Elec. Outlets at Wood Panel, Int. & Ext. 71-1(d. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 ec. Outlets & Receptacles at Kit. Counter 7 ara a Door; Swing -Landing -Closure 7 C. uct in Garage -Damper 76.-Vii-tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77,11rb-, Elec. & Mech. Equip. Listed for Location 78--122re-c. Receptacles in Garage (F.F.I.)-Romex Protection 79.;-- iVsutation-Foam-Looked in Attic 8 uard Rails & Deck Construction -Post Caps 8 n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82 wing Instld./Drive 0 Yes 0 No/Walks 0 Yes ❑ No/Planters 0 Yes ] No u83�51 cco�row -Finish 84--A-C7.-Unit Disconnect, Electrical -Plumbing 85-Verits move Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8)<,.Ydater Well, Disconnect, Electrical, Plumbing 8-k.-Ex-terior Elec. Trim, G.F.I. Receptacle -Underground 8 entilation Throuqhout House Protection Tions from Previous Gas -Electric W_-1WateEA Sewer Connected -C/O to Grade -HD Approval /ner6v Compliance Certificate -Other Certificates Date/ '/ VWard -1j/ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: t % r Date /— w� Inspector \ REV 10/92 COUNTY OF BUTTE r BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 89172751 7 County Center Drive Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address an should be corrected. Please notice this office when correction of work is completed. If y have any questions pertaining to this matter, or need additional explanation, - please cortta this office immediately. l f 7 /� c� C Cs-- `cr R - r c—a t t % r Date /— w� Inspector \ REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE R �` aJ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. l /J l�/Z U c/ 1 0 c- 16 . J 7-- eCl,��/,�7��.T1iI�J+JQ'�IJ� Z -O z_ sp \� Date In actor REV 10/92 COUNTY OF BUTTE BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES - 411 Main Street • Chico, CA • (530) 891-2751 7 County Center 6A ; Drive • Oroville• (530)'538-7541 , CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the t above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,' please contagt this office immediately. _ I ✓t a yr �2 c; L %v 0 J 7 D 71, Date <:, -- �` U n pector REV 10/92 Date �,/ _ /O ' Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ;. 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA v (530) 538-7541 r CORRECTION NOTICE 4 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the r above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date �,/ _ /O ' Inspector REV 10/92 COUNTY OF BUTTEE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville' Calif6rnia 95965 • Telephone (530) 538-754. PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT bl-3o5(0 A39Eo2—V7VMIV66 Z°"R40 BUILDING PERMIT °W"`LARRY & DONNA EARLEY TE 990E 8000 SO. FT. OCC. BUILDING VALUATION 2299 sq 3 46 00 .OWNESs,T§NG fft9 LDS AVE, MERCED 95340 1040 sq ,, 18 8,720 00 CO' M-W4RR e r Irs TELEPHONE - ClISffgg IfflffRWAKS DR, OROVILLE CONSTRUCTION LENDER Fireplace A 12500.00 LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ q BUILDINGADDRESS d .WILLY WAY, OROVILLE Energy Plan Checking Fee $ 2-3-00 $ PERMIT FEE $ 1LOT NO. t; Xa SUBDNISION'SNAME c PARCEL MAP PLUMBING PERMIT (ling Fee 20.00 USEOFSTRUCTURE SF IR Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap q 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 .I Each as water heater or vent 15.00 TYPE OF WORK New M Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 3BR 3BA W/ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.".A' OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class &� .&cl Lic. No. 3 2 3 a a S OWNER -BUILDER DECLARATION 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 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BUDS. So 3.50FT. No RES DT MULTI-OUTLETITS @7,50 APPARATUS & SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES B2000 AL @ 1 0 FIXI Ex. Occup.OUTLEEpTSARESIo °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 Jperformance of the work for which this permit is issued. E I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insuIrance carrier and policy number are: Carrier S'�o ��4,,, MECHANICAL PERMIT Filing Fee 20.00' Heating Cooling 5 00 25 00 Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any, person in any manner so as to become subject to workers' compensation haws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with -those Provisions. X _ Date `/.Z -O.2 - Oo2 Signature Ap licant - ❑ Owner li Contractor ❑ Agent •, An OSHA p rmit is required for excavations'over 60" deep and demolition or'construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE OTAL FEE $ 1,861.45 HA2. — p, P OD COF _ p CEL HD ISSU V1 V 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. - / D� • By� a PERMIT EXPIRES ON Y O� ate Receipt No. 337314/$1861.45 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT l'f'7i%Ar'i-'�i'�'iyl�-?aw't�`.,.`-• �u,+""w;`'"i�.ii[gC.'',.! ; :ir., #.�b{�f►;},` •s Y..i; t' COUNTYOF,BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINGI�ISIQN tea, 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 �W _ PERMIT APPLICATION DATA SHEET OWNER: )r4 ry ✓ i Ae4 ASSESSOR PARCEL NUMBER: 0!_) qd � 66 Proposed Building Use: L�' �6�1404oe g Building Inspector: i �� Date: /�°)o- -4,11At time of permit application, I was advised the following -;data must be submitted prior to permit processing and/or issuance: Date Received By 1. All items have been submitted . ................................ :.......................\t:............................................... 2. Plot plans,, 3/4 sets, signed by the preparer of plans...........................:1............................................... 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... 1.. 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.............'............................................................................... ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... _ ❑ 6. Energy Design Compliance and supporting documentation................................................................ _ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form.................................................................................................................... - ❑ 9. Manufactured Home Data and Installation Instructions including Tie Down Specifications .............. ❑ 10. Fees of $.......................................................................................................... - ❑ 11. Impact Fees as shown on the attached schedule.................................................................................. ❑ 12. California Department of Forestry Plan-Approval/Fees...................................................................... FloodElevation Certt Icate.................................................................................................................. . Sanitation and Plot Plan Approval 4014411 , e Environmental Health Department.......... 15. ity of Chico Plumbing Permit............................................................................................................- ❑ 16. Plot Plan and Business License Approval from the City of Biggs ....................................................... ❑ 17. Planning Approval for (A) Use: G K (B) Parking: ........... )2-J-01 W12 8 Zoachment tact Land Development about ❑ Improvements, ❑ Drainage, Ll Legal Parcel ........................... ^ 0% 9. Permit for Driveway (construction approval prior to occupancy) ............................... ❑ 20. Pre -Inspection for required. Request to Building Inspector (Date) ❑ 21. Contractor's License Information (Number, Name Style, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number............................................................................. ❑ 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) ............................................. Q 24. Letter of Signature Authorization........................................................................................................ *-25. Recorded Copy of Agricultural Acknowledgment Statement.............................................................. O. A ❑ 26. Letter of Intent on Building Use/Detached Accessory Building Form ................................................ ❑ 27. Manufactured Home Utility Clearance................................................................................................ J ❑ 28. Existing violations and/or expired permits......................................................................................... ❑ 29. ❑ 433 A, ❑ Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D. $ ❑, 30. Other When you issue the permit, process as follows: ❑ Mail to Owner, ❑ Mail to Contractor. CWtelephone W 11111, i < and hold for pickup at office. ❑ Deliver with Inspector. 5;T'YZuCT. T2Ev1ow 2/S102 R% Applicant: Date: /.7 - U2 - 0./ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ AirPol tion Date: By: Copy of Plans sent ❑Health Department, ❑Fire Department, ❑ O er `4 Date: By: 1. Index permit Application for the above items numbered: ` S Plan Check Lis[ . ' 'onal items required: �Contractor,'designer, owner, was advised of the above required data by: phone, ❑ mail, ❑ Building Division counter, By: Date: 0 signer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date: Contractor, designer, owner, was advised of the above require ata y: ❑ phone, ❑ mail, ❑Build IVIS nn counter, By: Date: Plans reviewed by: I2 ) Date: Plans reviewed by: ��w' S Date: z---- Sets of plans on hold in ❑ Plan Cabinet, LlA.P. folder. Note transfer by:Date: Yellow Copy - Department of Development Services - Building Division E.H. USE ONLY sO Plot Plan Anaehadd Floor Plan Anaeha Sant to S.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance -007n - 4� Owner L cation AP# Plan Approved for: Sewage Disposal Water ply: Public Private Wel\ Clearance for dwelling.. Other Hold final for: Final clearance O.K. for: NOTE: / V -0Z 'Ek JQ3 Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER- EQ() V A.P.# PROPOSED BUILDING USE ,(S T LIl /t7 bi h e 6 a lnor_ DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ _tk/--Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES l S / (paid at District Office) PL3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. -x-=$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES `j�� �� $510.00 (paid at Building Division) 7 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER F_3/_6C_)_ At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE J2 -2 - at Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner _ (Rev. 6/00) T. + BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One•form per Building).. School District. 13fo_g-S UNIt` 1 �e_ o{ Building Department No. — A.P. Number 25-090 — O (o (o Jurisdiction: City County Property Owner L Ci- f f v) 'k" DON NGL E nL r 1 2 Property Location/Address Ail u Ulf a U Oro Qt l i ,P Subdivision Lot No. w ., 0 fs :................................................................................................................ { Residential Development " © �'b Sq. Footage a q 01 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # ................................................................................................................... '(No foundation inspection); Commercial/Industrial FI Sq. Footage ` New Addition _ (Including Exterior Roofed Areas) Building Department Representa iVNe Date �- x r moor rians reviewed oy acnooi uistnct rersonnen District Identification No. School,District certifies that ��122t� �•�✓j r%p/./,LSA , /_ �(,�,{� `/ (Applicant) � (Street Address) / (Phone Number) (City) (State) t (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing CJ square feet. AB 2926 $ FULL MITIGATION $ School District Representative Date y � Paid by Check # Remarks r Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with ' ,_,.Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. �? If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the. applicable Local Planning Agency that -,this project is being reviewed under.the California Environmental Quality, Act (CEQA), ' this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CE\TER DRIVE OROVILLE, CA 95965 Recorded OfficialRecords Count BUTTf E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:22AM 09 -Jan -2002 REC FEE 13.00 CONFORM .00 Alyce Page l of 3 'AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED: Date NOVEMBER 08, 2001 State of California County of BUTTE On PROPERTY OWNERS: before 4�. personally appeared - .. ersonally known to me (or proved to we on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNES hand and official se L DEMSE TERM SignatureCoen AWoe 01239624 Mfr CPSI DENISE TERRIAH-N ARY PUBLIC ORDER NO. BU -191687-3 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 9 IN BLOCK -2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY, BUTTE COUNTY, GALA.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY.1, 1892, IN BOOK 5 OF MAPS, AT PAGE(S) 31. RESERVING THEREFROM A NON-EXCLUSIVE RIGHT OF WAY FOR INGRESS AND EGRESS AND PUBLIC UTILITIES, AND DRAINAGE FACILITIES OVER THE SOUTHERLY 30 FEET OF SAID LOT 9 AND OVER THAT PORTION OF LOT 9 LYING WITHIN THE FOLLOWING DESCRIBED PROPERTY: A PARCEL OF LAND DESCRIBED AS A CIRCLE, HAVING A RADIUS OF 50.00 FEET AND A RADIUS POINT LOCATED ON THE SOUTH LINE OF LOT 11 IN BLOCK 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY, BUTTE COUNTY, GALA.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGE(S) 31, AT A POINT 34.99 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID LOT. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MAY 5, 1988, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 88-14035, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 025-090-066-000 PARCEL I A NON-EXCLUSIVE RIGHT OF WAY FOR INGRESS AND EGRESS AND PUBLIC UTILITIES AND DRAINAGE FACILITIES OVER THE FOLLOWING DESCRIBED PROPERTY: A PARCEL OF LAND DESCRIBED AS A CIRCLE OVER LOTS 9, 10, 11 AND 12 IN BLOCK 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY, BUTTE COUNTY, GALA.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGE (S) 31, HAVING A RADIUS OF 50..00 FEET AND A--RADIUS-POINT LOCATED ON THE SOUTH LINE OF SAID LOT 11, AT A POINT 34.99 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID LOT. CONTINUED ORDER NO. BU -191687-3 PARCEL II: CONTINUED EXCEPTING THEREFROM THAT PORTION LYING WITHIN LOT 9, BLOCK 2 OF SAID MAP. PARCEL III: A NON-EXCLUSIVE RIGHT OF WAY FOR INGRESS AND EGRESS AND PUBLIC UTILITIES, AND DRAINAGE FACILITIES OVER THE SOUTHERLY 30.00 FEET OF LOTS 1, 3, 5 AND 7 AND THE NORTHERLY 30.00 FEET OF LOTS 2, 4, 6, 8 AND 10 ALL LYING :IN BLOCK 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, RIO BONITO COLONY, BUTTE COUNTY, GALA."; WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGE(S) 31. i Date: ''Z- '�'- 01 SITE PLAN REVIEW APPLICATION Permit Number (if applicable) O 1— W 'SSD P.� `J AP# O2S- GC3o-p.6L APPL ICA VT INFORAfATION Parcel Size: Owners Name: ��� LGy l-ta2rLy L�O.1JiJ f� V Owners Address: _Jr 2) q L211 C_N) 1_Q(> AVE. m ErzCt,:!) 6'i S3y o - Telephone No.: q C) - 0eC� ST A21z Situs Address: In% LLQ/ ► J A Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial - ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved B% Date )'2 -- Page 2 - Page I of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: O q1 D C, Index Date: 6 — C ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: ti — H d Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Ep C. (r W I t_C�— Side 2 Side Street Rear 2� Height Waterway N/A N/A N/A -T ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount ' ' Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement . ❑ North Oroville Area ❑ Other (per map) ' Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: . Complies with County Standards for Deed Creation Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 12 Subdivision �IMap, Parcel Map Map Date of Recording: Lot: 9 ❑ Use Permit'Nlinor Use Permit Permit Number: 42)0 C3o.3 tTb GpLo_jj Y Book: '—S Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 3 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 0 u C Summary of Specific Requirements: N 0 j\3 S This information provided in this summary is based on the application information and on the best available data at the time of review. C:\hly DocumentskBwlding Permit Site Plan Reviewl.doc Page 5 of 5 'Jul GY UC 11; YYd , LUCKI\C 117JULrl I IUl'1 l.U. f /lIL, JJ UOJ 10Z)00 r 1 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 2 �lew Wau 1._ .._. _. u i0 Boni Co L4T LM Ni )ESCRIPTION OF INSTALLATION NOf"S Thidvuns (inches) z. CEILING Brand Name Thermal Rhe (R Value) Balt or Blanket Type�ibmilass Batts Brand Name Johns Manville 'thickness (inches�L� . 50 10.2 S" Thermal Resistarwe (R Value) K38 le 3BC Loose Fill Type Frberglass Brand Name Johns Manville ContractoNs mar. installed wekjMift sq.b.l,9 15 u,. Minimum ThidmesslV--- se Inches. . MOnufacdrres's installed weight per square foot to achieve Thermal Resbstmace (R Value) R 3. EXTERIOR WALL 4. RAISED FLOOR Material __ Flbgjglass Bags Thickness (inched {o. S " S. SLAB FLOOR ! PERIMETER Material Brand Name Johne Manville Thermal Resistance (R Value) R Q Brand Name Johns Man ft Thermal Resistance (R Value) �) Brand Name Thicimess Thenal Resistance (R Value) Perimeter insulalion Depth (inches) i. FOUNDATION WALL Thicimess (mchesl DECLARATION Brand Name Thermal Resistance (R-Value)-- DECLARATION RValue) I hereby certify that the above Insulation was instated in f building at the above In oonforrnance Rte) as = ��ial�,.rtlQ 24,Part 6, California Code of C10496150/./. / i. _ sCo..General 08clar (Co. M)OrOWwSignatwe, Date jnSt3UWW Subconbactor (Co. Name) orGeneral Conbactor (Co Name) or Owner IWm ss ng8 Co. Name Or -Oerieral Cantrac. (Co. to e) Or t CERT OF y`\I'\)T[ OF TIMA9 ? o c K of W. I T—IC o at CONFORMANCE /HE UNDERSIGNED MA NUFA C TUBER HEREB Y CER TIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, , tructuraI Gl&d Laminated Timber, and that such manufacture has been at our plant in wiss ome, , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Keller Lumber Sales for Stock JOB LOCATION: _. Redding, CA CUSTOMER'S ORDER NO SIGNATURE PO#16748 DATE . 12-14-87 MFGR'S ORDER NO. 24F -V4, WP Glue, Ind. Ann., Load 3264-A COMPANY American Laminators, Inc. TITLE Quality Control —ADDRESS --!DP 991 Swisshome, OR DATE 12-22-87 AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the so'e responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 4_f ' A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECE�V E� ' ,�� � t:p 18R• SALT( . Q 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION FROM MOONEY ENG PHONE NO.i: 5305340902 Mar. 27 2002 09:35AM P2 ✓� • • rte. MICHAEL MOONEY SA MADRONE AVE. CIVIL ENGINE ER OROVILLE, CA 95966 ' RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Butte County March 26, 2002 7 County Center Drive Oroville, CA 95965 A F a: Re: Early Foundation << ' It is my opinion that the'backfill in the g7wage slab, coupled with the recent rains will serve to keep the soil saturated until the garage slab i4, placed. Thank you for your consideration. Yours, . I'' F � 1.4 lchaQWey Y license mire! FROM MOONEY ENG PHONE NO. 5305340902 Mar. 27 2002 09:34AM P2 MICHAEL MOONEY SA MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCF.. 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Butte County March 26, 2002 7 County Center Drive Oroville, CA 95965 Re: Carly Foundation h. is my opinion that the backfill in the garage slab, coupled with the recent rains will servo to keep the soil saturated until the guruge slab is placed. Thank you for your .con iderution. Yours, -05 MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Butte County March 6, 2002 Department of Development Services Building Division ' 7 County Center Drive Oroville, CA 95966 Re: Earley Special Inspection Apn. 025-090-066 Permit # 01-3056 On this date my office made an inspection of the footings to see.if they had been presoaked to point of saturation. ,y All the footings had standing ,water in tiieni (due in no small part to the morning rain storm) leading me to conclude that the soil• was` saturated: Thank you for your consideration and patience. Yours, January 3, 2002 Larry and Donna Earley 5219 East Childs Ave. Merced, CA 95340 60epartmen't of Develo *nt Services P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 025-090-066 Building Permit Number: 01-3056 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART -I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I .Provide additional information and/or make revisions to plans, specifications and calculations as follows: Please provide plans depicting what is actually going to be built. Remove ALL references to the "bonus or storage room" above the garage, change the section so this room is eliminated, eliminate the stairs, etc. Eliminate any "options" from the plans. (slab floor) Your truss package is incomplete. Provide ALL trusses shown on the roof -framing plan. The roof slope on the trusses does not agree with the plans. Guardrail pickets must be 4 inches on center. (Just for your information) Fireplace chimney must be two feet above ANY point on the roof within 10 feet. (The plans do not depict this condition.) 6 You are in an area of highly expansive soil. Please have your engineer determine if this parcel contains expansive soil. If so, a soils expansion index test must be done, and the foundation designed accordingly. A complete plan check has not been done as the plans and truss package are incomplete and not in agreement. STRUCTURAL COMMENTS 1. The structural has not been done pending the„above items. 1 of 2 0 PART - II The items identified below must be submitted prior to permit issuance. Some of these items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide 3 sets of California licensed architect or registered engineer-designed.plans. Please be sure to include on the resubmittal the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 2. Provide engineered truss details and layout in duplicate (required prior to plan review) Please do not fax! 3 .. 4. Impact fees: 4.1. Complete. and return the Butte County School Impact fee certification form. 5. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 6. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 7. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any non-structural requirements in PART - I, you may me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. Questions concerning items in Part H should be directed to front office staff. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Plans Examiner Philo Hunt, P.E. Plan Check Engineer 2 of 2 PROJECT PROCESSING RErCORD • APPLICANT: r OWNER: Lt ` PERMIT #: 07- 7 05 A. P. #: WORK DESCRIPTION: F' DATE DESCRIP'T'ION OF STEP . � . �-: �- —D off. ... . ' � ,�'j L% .. ������ � . - . � � : .. �• _ _ 2-L ca'�`±y I e � ' ,s D�Cf u. -x.: o \`Cf, i ti If lt�46�- 74 r2,6 e- RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner:_ � ,� �, Building Permit Number: 0 /— �S Plans Examiner: 4. S 6�9 A. P. Number: GENERAL: . Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. J4-"' Existing violations on the property. Recorded notice of violation. Building permit valuation. P OT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) F , OR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minimum net clear openable height dimension shallbe 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a, ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a'room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code ,section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). • Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2).. Smoke detectors (Uniform Building Code section 310.9.1). 'Page 1 of 2 11-1 Water closet clearances (Uniform Plumbing Code 408.5). �Phower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). IB earing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). �RUCTURAL DETAILS: Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. ► . Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). . tFloor. construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. ` Fireplace construction details and calculations if necessary. — Garage door header size(s). Por6h header size(s). Typical header size(s). High e2=sive soil — special foundation design required. Retaining walls requiring design Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. SCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. CDF responsible area requirements. ILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 S vV L_ L tvc-'t-tA A- T -C pr S S 1-� w rV Pv,-. NG W -Prl.L L I N +c /�- V o 4eS t a%e J j,-�A i L. S4-� 4 A-) le-eYe=yp ar-� F -r 2A , (N o -tt �[1. rte= ham- S ti b 4 A 4 k5 CG �ph2cae-r WiFt-A 1 lL r /r{Lfc tc-O-r ` T►- F�-uc t Z is IN�v✓z���r-� . ►fS �s S t -b �. r> ✓3� T r3 -� C7 Ioe-A-t L S 1/5- o 1So o N v 12 E W IT t+ W4tF rA 1,--- j S 215'^ r . AS �PE:2�(Tzlew ��(Lo v t ✓� �= 3` � �'�� � N P� t L� N G o �= 'c-Y4� S �'� t T I� YJ �-, ► �- S'r� rE s 3 N a I tr t N V Y,3u r S W S N A -t L l rJ v W i.�� (� '�''� � �.o Nc� w ►4-t-�. 1. l N� 2 Y..a� S N� l LCs . �2ov 19 E csrL t2cv l S c c. -c S Roof Beam( 97 Uniform Building Code (91 NDS) )Ver. V5010399 By. Larry J Warner AIA CSI , AEC Group on: 05-16-2001 Pro1ect SPENCER - Location: HDR -1 TYP HDR Summary: 3.5 IN x 9.25 IN x 9.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 6.9% Controlling Factor: Section Modulus / Depth Required 8.95 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS 3000 1500 Shear (Ibs) 0 -1500 -3000 5000 2500 Moment (ftab) 0 -2500 -5000 -.3 -.15 Deflection (in) 0 .15 .3 Controlling Load Cases: Shear. Critical shear created by combining all dead and live loads. Moment Critical moment created by combining all dead and live loads. Deflection: Critical deflection created by combining all dead and live loads. LOADING DIAGRAM Span = 9 It oan -ca uc lu: ood ti 11, IJdu) ori--rc-►o P.1 APPLIED TESTING CONSULTANTS Expansion Index Test MATERMLSOVIGINEEMNIS TES77NO ANO INSPEC77ON cliCnt: Better Builders Project: Earley Residence Contact: John Starr Soil description: Light Gray Silty Clay Sample location: Willey Way Jobsite Sample taken by: ATC Depth of sample: -18" Moi3tu7e determination 425.4 Gross wet wt: 365.9 Gross dry wt: 337.9 Pan wt: 89.1 Not dry wt 248.8 . Moisture Loss: 28.0 Moisture content: 36.50/6 Density determination 0.0505 Wt of soil S ring: 584.1 Tare of ring: 200.1 Not compacted soil wt: 384.0 Dry Density. per 104.7 Saturation determination 0.0572 Volume of solids: 0.620 Volume of water. 0.189 Volume of air. 0.191 Degroo of saturation: 49.7% Gross final wet wt: 425.4 Cruris final dry wt: 0.0000 335.5 Final moisture loss: 7:40 89.9 Final net dry wt: 0.0352 246.4 Final moisture Content: 1 36.50/6 This test was performed per ASTM Reviewed by. ✓2eT"el\ 1L1 0&-,/ V? Lk -NS 1� /t�J +� ►'L`�f r2 l CYC 1N S �C-C.Tv t2 � ✓� -88 Date: 25 -Jan -02 Tech: B. Carter Start: f Fina Time Reading 7:10 0.0000 7:30 0.0174 7:40 0.0245 8:00 0.0352 8:05 0.0398 8:30 0.0447 9:30 0.0505 10:00 0.0516 11:00 0.0527 12:00 0.0534 13:30 0.0542 7:00 0.0572 8:00 0.0572 9:00 0.0572 i { 13:30 0.0572 Expansion Index: if 5 3060 Thomtree Drive, Ste. 10 - Chioo, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 •= .F,MICHAEL M OONEY CIVIL ENGINEER RCE 20647 Butte County . ' . Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Larry-Early/Better Builders 5 A MADRONE AVE. OROVILLE, CA 95966 (916) 533-2131 November 12, 2001 I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of #3:000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1'000 pounds per square foot. Thank you for your consideration and patience. Yours, res 9-30-05 BUILDING DEPARTMENT APpeovEa z/8/oZ RN• . ,r -:'i e--z�' T �w MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-10 -217 Job Name Larry Early/Better Builders AP# 025-090-066 Date 11-12-01 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. • Wall Hardiplk 3.0 Plywood - 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 10 psf. Floor Plywood 3 Framing 4 40 psf. Insulation f 8 Psf. a Page Wind Loads P = Ce Cq q I where Exposure C Ce =1.06 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 1.13 @ 20 feet 0.7 out leeward roof I = 1 1.19 @25 feet 0.8 in windward wall 1.23 @ 30 feet 0.5 out leeward wall Seismic V=2.SCaIW/1.4R' Ca=0.36,I= 1,R=5,65/4.5 Soil Bearing 1000 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. 0 Wj� LUIE7 T- F79 :!---T- E\i c P. 2 _17 _T --4-- F7 - 9H - ---------- '00 ',A33 -I` -'l -ll C'0:Z0 TO, -i J, IX'd� i-: h �5 L41 (ni)EQQQ,Ntn1� -7 `Y'A (7 K 6 fi�(D2— SDS SSS D ' e s SSC ea., CZ1 Q&Utj I,yim r - c2 -77 E1�-T2 YM�M L ---- K - ( ctch /T,(,Okf'c CoLmi)- . K, C4�ovev-,,�v?,QkQC aKb,zQ-52> 4xc�3S�z�= 1�41� ���1),�o CC-) 01hvXksgA, � LEE wmato 2S 3o I X23 6:5 611 aq-s P5� b,l 12.03 1 `s -2o i'3 4x°12 bj It 4,� to -15 r5=2� I �►3 a,� �- 13 �1 I � 5 8� tq 2Cf 1(1 tic, -S 4,S,,48C 4,S� 2-41n ps� K vrx Z . l • Q -(o t iCe 2 , Z( Ch 1 d p. A I2,`tt K -2,v, 2_'K 4-- xS-R2K 4- i- I' A K. -:;-, L _, CK C21 V L `i l61Gq I- 1,(,o 1011 �, !�il IW6 vj n,� WQ �3 ta,� c C .2 C�11 X1-1 COPS TGt q) 0 U ATT - `AO = V?,A T -TL x 9 T \A -,Uq G 01111 xCX-x—i'-}- <�x� C/4.tPd N° z� 1/0 ce u Z VU 012(14 sae ,0/ �� �_� L -t m;: ( ) A�G uta v +��Z���L��Zi a-�1236�-��6$��0��2�> �3 z � � � ���. 0.223 �l �� D &z,r, N,-A,V� � )5 1 � S 1� aL 2- 2 42V, -(A- CL i �A .'/2V 0 � 4 Oa NU o Z Y2, C2(Gi.� — �:Z (dl�j' 0 I-Yof' CC � LwL�s7 QD 2 4 -SO - 1) ,eK 2 -2,54 �V�cl2 0.228 L� 09 010 T-- w 2/i0�K�Z Luc, Y.(C)d-�+(5,184i2*��(�t'J () U 02 AL2-- jkj��- /Y". "lqe� 6,0 61-1 UJ oil MSS lv ,�.D lL`6 -- `'� C��Q �ZZ -� 5�02�, -2- L L nto 34 V I MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-10-217 Job Name Larry Early/Better Builders AP# 025-090-066 Date 11-12-01 Analysis UBC 1997 Dead Loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. Wall Hardiplk 3.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 10 psf. Floor Plywood 3 Framing 4 Insulation 1 8 Psf. Live loads 16 psf. 40 psf. Page 1 Wind Loads P = Ce Cq q I where Exposure C Ce = 1.06 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 1.13 @ 20 feet 0.7 out leeward roof I = 1 1.19 @25 feet' 0.8 in windward wall 1.23 @ 30 feet 0.5 out leeward wall Seismic V = 2.5 Ca I W / 1.4 R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1000 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. "A -L i ! :I j� l' .; !i I� . r I � V is �:I i. � I. I' I' '' ,i fi —r 7-7 A _121 PIZ, TI77 is Ff q7 2r - 1, 1-7 • -rj--T ,' !. ,, i I. 'I it r ,i - 4 -J- -T, CAao n, [L:�l �7SLL 2 z Ala C2)Pr,.OY��� Rt2 Al,-. /in 161A { 2 -I-. Z L A)�, ! tT3 2 2 2 luol .�r �'2 � �Fn- I-to ��3 iso r c6q IMICHAEL MOONEY ' CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 11 /23/01 GENERAL TIMBER BEAM DESIGN Point Load: DL = BEAM DATA Timber Section -------- End Fixity Pin:Pin Beam Width = 5.500 in Elastic Modulus = 1600000 psi Beam Depth = 11.25 in Beam Density = 35.0 pcf Lamination Thickness = 0.00 in Load Duration Factor = 1.25 Fb - Bending = 875 psi Beam Wt. is Added to Loads Fv - Shear = 85 psi End Shear Calc'd at Support Fc - Bearing = 650 psi 137.0 # LL = 128.0 # at 14.89 ft Max. Allow Moment = APPLIED LOADS Point Load: DL = 78.0 # LL = 73.0 # at 0.89 ft Point Load: DL = 78.0 # LL = 73.0 # at 2.89 ft Point Load: DL = 78.0 # LL = 73.0 # at 4.89 ft Point Load: DL = 146.0 # LL = 138.0 # at 6.89 ft Point Load: DL = 87.0 # LL = 81.0 # at 8.89 ft Point Load: DL = 87.0 # LL = 81.0 # at 10.89 ft Point Load: DL = 87.0 # LL = 81.0 # at 12.89 ft Point Load: DL = 137.0 # LL = 128.0 # at 14.89 ft 1 ■ T r i Ib.d"I SPAN DATA SUMMARY In T USING 5.500 x 11.250 Beam, Bending =37.37%, Shear = 20.10% A M Max. Pos Mom @ 8.85 ft= 3.95 k -ft Shear: Max. @ Left = 0.88 k Max. Neg Mom @ 16.89 ft= 0.00 k -ft ....used for dsgn = 1.32 k Max @ Left = 0.00 k -ft ....Area Req'd = 12.44 in2 Max @ Right = 0.00 k -ft Max. @ Right = 0.88 k Max. Allow Moment = 10.57 k -ft ....used for dsgn = 1.32 k fb : Max. Actual = 408.8 psi ....Area Req'd = 12.41 in2 Fb : Allowable = 1093.8 psi fv : Max. Actual = 21.36 psi •� o Ji 1 •� o J/�i 1 Fv : Allowable = 106.3 psi Ck = .811(E/Fb)'.5 = 31.02 01 I -I- L� 1 �- Cs = (LeD/B'2)'.5 = 4.27 Bearing Req'd @ Left = 0.25 in Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.25 in 1 ■ T r i Ib.d"I SPAN DATA Center Span = In T Left Cantilever = 0.00 ft Right Cantilever = A M Nrl Nrl Alr� w�._ tllf•I 1-� (flIM 1-� fY11M 1-,r n-.;; .'• In. I.. 1,. .i... •!.. el. •�. •!. III. u 1 u 1 •� u J1 1 n J/� 1 •� o Ji 1 •� o J/�i 1 o U. a JAi,� 1 N 1 I- � `� 1 01-1 I- 01 I -I- L� 1 �- 01J I 01 1 1- N 1 I- -IJ fN i W f 1 ■ T r i Ib.d"I SPAN DATA Center Span = 16.89 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS Le : Center Span = 0.00 ft Le : Left. Cant. = 2.00 ft Le : Right Cant. = 0.00 ft Reactions... Left Right Deflections... Center ....Dist ...L/Deft Left ...L/Deft Right ...L/Deft DL = 0.52 k = 0.52 k = -0.11 in = 8.44 ft = 1801 = 0.00 in 0 0.00 in 0 Maximum 0.88 k 0.88 k -0.19 in 8.445 ft 1049 0.000 in 0 0.000 in 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 11/23/01 GENERAL TIMBER BEAM DESIGN BEAM DATA Tni Timber Section End Fixity. Pin:Pin Beam Width = 5.500 in Elastic Modulus = 1600000 psi Beam Depth = 11.25 in Beam Density = 35.0 pcf Lamination Thickness _ 0.00 in Load Duration Factor = 1.25 Fb - Bending = 875 psi Beam Wt. is Added to Loads Le : Center Span = Fv - Shear = 85 psi End Shear Calc'd at Support Le : Left Cant. = Fc - Bearing = 650 psi Lam APPLIED LOADS rnlroMiLL) _ Point Load: DL = 205.0 # LL = 193.0 # at 2.00 ft mlA Point Load: DL = 205.0 # LL = 193.0 # at 4.00 ft n0"' Point Load: DL = 137.0 # LL = 128.0 # at 6.00 ft ..,,• Point Load: DL = 87.0 # LL = 81.0 # at 8.00 ft u/IW Point Load: DL = 87.0 # LL = 81.0 # at 10.00 ft Point Load: DL = 181.0 # LL = 170.0 # at 12.00 ft ..ice Point Load: DL = 180.0 # LL = 169.0 # at 14.00 ft i SUMMARY • i� i� USING 5.500 x 11.250 Beam, Bending = 48.92%, Shear = 28.99°x6 Max. Pos Mom @ 7.97 ft= 5.17 k -ft- Shear: Max. @ Left = 1.27 k Max. Neg Mom @ 16.89 ft= 0.00 k -ft ....used for dsgn = 1.91 k Max @ Left = 0.00 k -ft ....Area Req'd . = 17.94 in2 Max @ Right = 0.00 k -ft Max. @ Right = 1.08 k Max. Allow Moment = 10.57 k -ft ....used for dsgn = 1.62 k fb : Max. Actual = 535.0 psi ....Area Req'd = 15.25 in2 Fb : Allowable = 1093.8 psi fv : Max. Actual = 30.81 psi Fv : Allowable = 106.3 psi Ck = .811(E/Fb)'.5 = 31.02 Cs = (LeD/B'2)'.5 = 4.27 Bearing Req'd @ Left = 0.36 in Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.30 in in Tni Center Span = 16.89 ft Left Cantilever = 0.00 ft Right Cantilever = W1 UNBRACED LENGTHS Deflections... Le : Center Span = 0.00 ft Le : Left Cant. = 2.00 ft Lam Wim rnlroMiLL) _ moi_ mlA Mhn n0"' All••. ..,,• WI u/IW 0 •i- ..ice • i� i � • i� i� i i i iiln oln ulu olo iill iilo iilo 61J 1.J�J IJ�J IJ�J LI�J I.J�J LI�J T t • • W i t 1 1 T T j1 1 1 I IL VII 1 SPAN DATA DL Center Span = 16.89 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS Deflections... Le : Center Span = 0.00 ft Le : Left Cant. = 2.00 ft Le : Right Cant: = 0.00 ft Reactions... DL Maximum Left = 0.72 k 1.27 k Right = 0.62 k 1.08 k Deflections... Center = -0.15 in -0.26 in ....Dist = 8.38 ft 8.377 ft ...L/Deft = 1380 780 Left = 0.00 in 0.000 in ...L/Deft = 0 0 Right = 0.00 in 0.000 in ...L/Deft = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 5* 0-Z C X13 W L At 1 -7-- k 5 Z.SM _ gn 1& 2 O -S3 4- o 2,q (-- VZ 432 )(11 2 T,6t1-L, A- -�- o ,?Au-tt A-22 rd3 � D .Vo 4- 6T b 0 MICHAEL MOONEY .CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 11/26/01 GENERAL TIMBER BEAM DESIGN' Page: SPAN DATA BEAM DATA Timber Section 9.00 ft End Fixity Pin:Pin Beam Width = 5.125 in Elastic Modulus = 1800000 psi Beam Depth = 12.00 in Beam Density = 35.0 pcf Lamination Thickness = 0.00 in Load Duration Factor = 1.25 Fb - Bending = 2400 psi Beam Wt. is Added to Loads Fv - Shear = 190 psi End Shear Calc'd at Support Fc - Bearing = 650 psi APPLIED LOADS Page: SPAN DATA Center Span = 9.00 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Point Load: DL = 970.0 # LL = 912.0 # at 2.00 ft Point Load: DL = 970.0 # LL = 912.0 # at 4.00 ft Point Load: DL = 2800.0 # LL = 2632.0 # at 6.00 ft Point Load: DL = 530.0 # LL = 490.0 # at 8.00 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 50.17%, Shear = 60.08% Max. Pos Mom @ 5.98 ft = 15.43 k -ft Shear: Max. @ Left = 4.50 k Reactions... DL Maximum Max. Neg Mom @ 9.00 ft= 0.00 k -ft ....used for dsgn = 6.75 k Left = 2.35 k 4.50 k Max @ Left = 0.00 k -ft ....Area Req'd = 28.42 in2 Right = 3.05 k 5.85 k Max @ Right = 0.00 k -ft Max. @ Right = 5.85 k Max. Allow Moment = 30.75 k -ft ....used for dsgn = 8.77 k Deflections... fb : Max. Actual = 1505.1 psi ....Area Req'd = 36.95 in2 Center = -0.08 in -0.16 in Fb : Allowable = 3000.0 psi fv : Max. Actual = 142.68 psi ....Dist = 4.64 ft 4.644 ft Fv : Allowable = 237.5 psi ...L/Defl = 1300 677 Ck = .811(E/Fb)'.5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 4.83 Bearing Req'd @ Left = 1.35 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.76 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 C n O n - I - PIN �...�.._.....�_..__........._ oil jO/.VV ....... V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 •MICHAEL MOONEY • ' .,CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 11/26/01 GENERAL TIMBER BEAM DESIGN Page: . BEAM DATA f1 n SPAN DATA -Ilu Timber Section End Fixity Pin:Pin Center Span = 9.00 ft Beam Width = 5.500 in . Elastic Modulus = 1600000 psi Left Cantilever = 0.00 ft Beam Depth = 11.25 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 875 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear _. 85 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 912.0 # LL = 858.0 # at 1.12 ft Point Load: DL = 912.0 # LL = 858.0 # at 3.12 ft Point Load: DL = 840.0 # LL = 790.0 # at 5.12 ft SUMMARY USING 5.500 x 11.250 Beam, Bending = 68.39%, Shear = 79.32% Max. Pos Mom @ 3.13 ft= 7.23 k -ft Shear: Max. @ Left = 3.48 k Reactions... DL Maximum Max. Neg Mom @ 9.00 ft= 0.00 k -ft ....used for dsgn = 5.21 k Left = 1.82 k 3.48 k Max @ Left = 0.00 k -ft ....Area Req'd = 49.08 in2 Right = 0.98 k 1.83 k Max @ Right = 0.00 k -ft Max. @ Right = 1.83 k Max. Allow Moment = 10.57 k -ft ....used for dsgn = 2.74 k Deflections... fb : Max. Actual = 748.1 psi ....Area Req'd = 25.82 in2 Center = -0.05 in -0.10 in Fb : Allowable = 1093.8 psi fv : Max. Actual = 84.28 psi ....Dist = 4.36 ft 4.320 ft Fv : Allowable = 106.3 psi ...L/Deft = 2112 1110 Ck = .811 (E/Fb)'.5 = 31.02 Left = 0.00 in 0.000 in Cs = (LeD/B'2)".5 = 4.27 Bearing Req'd @ Left = 0.97 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.51 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 m In f1 n Z' Zw' -Ilu vIu+ 1 1 1 I iilu I olo I eln tl 1 tl 1 tl 1 ul� • t 7 1 1 T T 1 1 i I 1 1 1 I 1 11 IIII 1 j l.vv j V4.4C1 (01983-96 ENERCALC MICHAEL MOONEY, K r l oC,,cf79 Xt-Z z 7, O, �1 '7 l z q 2 1 ac- 3/4VtS 2Cw- . . E RLY Z)1-7�05L PR 214/OZ RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK REM M M(til." RESPONSE BY: LOCATION ON PLANS/CALCS: z COMMENTS: 4 .�- Lu (3,25 p� S � S 1 CPtFZn � A -C zo1v c PLAN CHECK ITEM N — C�p - - RESPONSE BY: LOCATION ON PLANS/CALCS: -. COMMENTS:, '45�) p� S � S 1 CPtFZn � A -C zo1v c PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: p� S � S 1 CPtFZn � A -C zo1v c S '�T(jts►)s L`�NC �NFL�7KL YJcvLl�tRt is Ssci�°+sl WdiacxS . e 6 (2 UtS;E $ OXAA. L PLAN CHC REM # RESPONSE BY: Lv LOCATION ON PLANS/CALCS: COMMENTS: So 77kCC iu c a !g 0 e 6 (2 UtS;E $ OXAA. L PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM N COMMENTS: E BY: U LOCATION ON PLANS/CALCS: PLAN CHECK REM #,\ V v j fWSP�N f,BY. (LOCATION ON PLANS/CALCS: TABLE OF CONTENTS TOC • �. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 Project Address........ Lot 9, Rio Bonito Colony ******* ecccccccccc ccc ccccf Biggs, CA *v6.01* dy(� , (0 d Documentation Author... Steve Nelson ******* d Buiding Permit # d Better Builders Construction i� pt t—(& d 5263 Royal Oaks Dr. d Plan Check / Date d Oroville, CA 95966 d d 530-589-2574 d Field Check/ Date d Climate Zone........... 11 gccccccccccccccccccch Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn$ d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZ11S92 Program -TOC d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch TABLE OF CONTENTS ccccccccccccccccc Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R................. 7 FORM C -3R ................. 11 HVAC SIZING ............... 14 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 Project Address........ Lot 9, Rio Bonito Colony ******* ecccccccccccccccccccf Biggs, CA *v6.01* d d Documentation Author... Steve Nelson ******* d Building Permit # d Better Builders Construction d d 5263 Royal Oaks Dr. d Plan Check / Date d Oroville, CA 95966 d d 530-589-2574 d Field Check/ Date d Climate Zone........... 11 gccccccccccccccccccch Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn$ d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZ11S92 Program -FORM CF -1R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch GENERAL INFORMATION ccccccccccccccccccc Conditioned Floor Area..... 2299 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage .......... 15.9 % of floor area Average Glazing U -factor... 0.42 Btu/hr-sf-F Average,Glazing SHGC....... 0.38 Average Ceiling Height..... 9.9 ft BUILDING SHELL INSULATION ccccccccccccccccccccccccc Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments cccccccccccc ccccccc cccccccc cccccccc ccccccc ccccccc cccccccccccccccccccccccc Wall Wood R-17.8 R-0 R-17.8 0.065 AT UPPER FOYER Floor Wood R-19 R-0 R-19 0.037 FLOOR Roof Wood R-11 R-27 R-38 0.025 Attic Door None R-0 R-0 R-0 0.330 Solid Wood FENESTRATION cccccccccccc Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins cccccccccccccccccccc ccccc cccccc cccccc ccccccccccccccc cccccccccccccc ccccc Window Front (S) 7.5 0.400 0.350 Standard Standard Yes Window Front•(S) 15.5 0.400 0.350 Standard Standard Yes Window Front (S) 15.5 0.400 0.350 Standard Standard Yes Window Front (S) 4.5 0.400 •0.350 Standard Standard Yes Window Front (S) 6.0 0.400 0.350 Standard Standard Yes Window Front (S) 6.0 0.400 0.350 Standard Standard Yes Window Front (S) 15.5 0.400 0.350 Standard Standard Yes Window Front (S) 15.5 0.400 0.350 Standard Standard Yes Window Front (S) 18.3 0.400 0.350 Standard Standard Yes Window Left (W) 12.5 0.400 0.350 Standard Standard Yes Window Left (NW) 4.0 0.400 0.350 Standard Standard Yes Window Left (W) 10.0 0.400 0.350 Standard Standard Yes Window Front (SW) 4.0 0.400 0.350 Standard Standard Yes Window Left (NW) 12.0 0.400 0.350 Standard Standard Yes Window Back (N) 24.0 0.400 0.350 Standard Standard Yes Window_ Back (N) 24.0 0.400 0.350 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn� d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZ11S92 Program -FORM CF -1R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch Equipment Minimum Type Area Orientation cccccccccccc (sf) cccccccccccccccccccc ccccc Window Back (NE) 12.0 Door Back (N) 60.0 Window Back. (N) 9.0 Window Back (N) 12.0 Door Back (N) 40.0 Window Left (NW) 7.0 Window, Back (N) 21.3 Window Back (NE) 7.0 Window. Right (E) 3.5 Equipment Minimum Type Efficiency cccccccccccc cccccccccccc HPPackage .6.60 HSPF ACPackage 9.70 SEER FENESTRATION cccccccccccc U- Interior Factor SHGC Shading cccccc cccccc ccccccccccccccc 0.400 0.350 Standard 0.400 0.350 Standard 0.400 0.350 Standard 0.400 0.350 Standard 0.400 0.350 Standard 0.570 0.670 Standard 0.570 0.670 Standard 0.570 0.670 Standard 0.570 0.670 Standard HVAC SYSTEMS cccccccccccc Refrigerant Tested ACCA Charge and Duct Duct Duct Manual Thermostat Airflow Location R -value Leakage D Type ccccccc ccccccccccc ccccccc ccccccc cccccc cccccccccc n/a Crawlspace R-4.2 No No Setback No Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS ccccccccccccccccccccc Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value cccccccccccc ccccccccccc ccccccccccccccccccc cccccc cccccccc cccccc cccccccccc Water Heater to meet minimum CEC. Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS ccccccccccccccccccccccccccccccccccccccccc *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION cccccccccccccccccccccccccc *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. Over - Exterior hang/ Shading Fins cccccccccccccc ccccc Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes HVAC SYSTEMS cccccccccccc Refrigerant Tested ACCA Charge and Duct Duct Duct Manual Thermostat Airflow Location R -value Leakage D Type ccccccc ccccccccccc ccccccc ccccccc cccccc cccccccccc n/a Crawlspace R-4.2 No No Setback No Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS ccccccccccccccccccccc Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value cccccccccccc ccccccccccc ccccccccccccccccccc cccccc cccccccc cccccc cccccccccc Water Heater to meet minimum CEC. Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS ccccccccccccccccccccccccccccccccccccccccc *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION cccccccccccccccccccccccccc *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnS d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZ11S92 Program -FORM CF -1R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch HERS REQUIRED VERIFICATION cccccccccccccccccccccccccc This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement,agency may waive HERS verification for these locations. REMARKS ccccccc COMPLIANCE STATEMENT cccccccccccccccccccc This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... John Starr Company. Better Builders Const. Address. 5263 Royal Oaks Ave. Oro'ville, CA 95966 Phone... (530) 589-2574 License. #323225 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Steve Nelson Company. Better Builders Construction Address. 5263 Royal Oaks Dr. Oroville, CA 95966 Phone... 530-589-2574 Signed. 11,3001 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 Project Address........ Lot 9, Rio Bonito Colony ******* ecccccccccccccccccccf Biggs, CA *v6.01* d d Documentation Author... Steve Nelson ******* d Building Permit # d Better Builders Construction d d 5263 Royal Oaks Dr. d Plan Check / Date d Oroville, CA 95966 d d 530-589-2574 d Field Check/ Date d Climate Zone........... 11 gccccccccccccccccccch Compliance Method.'..... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn$ d s MICROPAS6 v6.01 File-EARLEY2 Wth-CTZllS92 Program -FORM MF -1R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES cccccccccccccccccccccccccc Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. f *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards., -Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnrinnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn$ d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZllS92 Program -FORM MF -1R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES cccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccc Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated'(R-4 or greater). 3. Back -up -tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and' their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System i,5 certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. .115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn$ d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZllS92 Program -FORM MF -1R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ccccccccccccccccc Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 7 C -2R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 Project Address ......... Lot 9, Rio Bonito Colony ******* ecccccccccccccccccccf Biggs, CA *v6.01* d d Documentation Author... Steve Nelson ******* d Building Permit # d Better Builders Construction d d 5263 Royal Oaks Dr. d Plan Check / Date d Oroville, CA 95966 d d 530-589-2574 d Field Check/ Date d Climate Zone........... 11 gccccccccccccccccccch Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp•, Inc. 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn*nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn$ d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZllS92 Program -FORM C -2R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch rnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnu o MICROPAS6 ENERGY USE SUMMARY 0 0 cccccccccccccccccccccccccccc ccccccccccccccccccccccccc 0 o Energy Use Standard Proposed Compliance o o (kBtu/sf-yr) Design Design Margin o o ccccccccccccccccccccccc cccccccccc cccccccccc cccccccccc o o Space Heating.......... 17.06 18.61 -1.55 0 o Space Cooling.......... 12.99 10.98 2.01 0 o Water Heating.......... 11.97 11.97 0.00 0 0 cccccccc cccccccc cccccccc o o Total 42.02 41.56 0.46 0 0 o o *** Building complies with Computer Performance *** o xnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn( GENERAL INFORMATION ccccccccccccccccccc Conditioned Floor Area..... 2299 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC.:..... Average Ceiling Height..... Raised Floor 1 22839 cf 0 sf 15.9 % of floor area 0.42 Btu/hr-sf-F 0.38 9.9 ft Vent Vent Air BUILDING ZONE INFORMATION Leakage (ft) (sf) ccccccccccccccccccccccccc ccccc cccccccc Floor # of .Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type cccccccccccccc ccccc ccccccc ccccc ccccccc ccccccccccc HOUSE - Residence 22.99 22839 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit ccccc cccccccc ccccccccc 0.0 1.4 No COMPUTER METHOD SUMMARY Page 8 C -2R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn* d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZllS92 Program -FORM C -2R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch OPAQUE SURFACES ccccccccccccccc FENESTRATION SURFACES ccccccccccccccccccccc Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC cccccccccccccccccccccc ccccc ccccc ccccc ccc cccc cccccccccccccc cccccccccccccc HOUSE 1 Window Front (S) 7.5 0.400 0.350 180 90 Standard/0.76 Standard/0.68 2 Window Front (S) 15.50.400 0.350 180 90 Standard/0.76 Standard/0.68 3 Window Front (S) 15.5 0.400 0.350 180 90 Standard/0.76 Standard/0.68 4 Window Front (S) 4.5 0.400 0.350 180 90 Standard/0.76 Standard/0.68 5 Window Front (S) 6.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 6 Window Front (S) 6.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 7 Window Front (S) 15.5 0.400 0.350 180 90 Standard/0.76 Standard/0.68 8 Window Front (S) 15.5 0.400 0.350 180 90 Standard/0.76 Standard/0.68 9 Window Front (S) 18.3 0.400 0.350 180 90 Standard/0.76 Standard/0.68 10 Window Left (W) 12.5 0.400 0.350 270 90 Standard/0.76 Standard/0.68 11 Window Left (NW) 4.0 0.400 0.350 315 90 Standard/0.76 Standard/0.68 12 Window Left (W) 10.0 0.400 0.350 270 90 Standard/0.76 Standard/0.68 13 Window Front (SW) 4.0 0.400 0.350 225 90 Standard/0.76 Standard/0.68 14 Window Left (NW) 12.0 0.400 0.350 315 90 Standard/0.76 Standard/0.68 Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments cccccccccccccc cccccc ccccc ccccc ccc cccc ccccc cccccccccccc cccccccccccccccc HOUSE 1 Wall 65 0.065 17.8 180 90 Yes W.19.2X6.16 2 Wall 370 0.065 17.8 180 90 No W.19.2X6.16 3 Wall 72 0.065 17.8 180 90 Yes W.19.2X6.16 4 Wall 31 0.065 17.8 180 90 Yes W.19.2X6.16 AT UPPER FOYER 5 Wall 150 0.065 17.8 270 90 Yes W.19.2X6.16 6 Wall 13 0.065 17.8 270 90 No W.19.2X6.16 7 Wall 13 0.065 17.8 315 90 No W.19.2X6.16 8 Wall 20 0.065 17.8 270 90 No W.19.2X6.16 9 Wall 13 0.065 17.8 225 90 No W.19.2X6.16 10 Wall 113 0.065 17.8 270 90 No W.19.2X6.16 11 Wall 70 0.065 17.8 0 90 Yes W.19.2X6.16 12 Wall 4 0.065 17.8 45 90 No W.19.2X6.16 13 Wall - 10 0.065 17.8 315 90 No W.19.2X6.16 14 Wall 41 0.065 17.8 0 90 No W.19.2X6.16 15 Wall 11 0.065 17.8 45 90 No W.19.2X6.16 16 Wall 172 0.065 17.6 0 90 No W.19.2X6.16 17 Wall 12 0.065 17.8 315 90 No W.19.2X6.16 18 Wall 22 0.065 17.8 0 90 No W.19.2X6.16 19 Wall 12 0.065 17.8 45 90 Yes W.19.2X6.16 20 Wall 13 0.065 17.8 0 90 Yes W.19.2X6.16 21 Wall 10 0.065 17.8 90 90 No W.19.2X6.16 22 -Wall 234 0.065 17.8 90 90 Yes W.19.2X6.16 23 Wall 90 0.065 17.8 90 90 No W.19.2X6.16 24 Floor 2299 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR 25 Roof 2299 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 26 Door 20 0.330 0 180 90 No None Solid Wood 27 Door 18 0.330 0 270 90 No None Solid Wood 28 Door 18 0.330 0 45 90 No None Solid Wood 29 Door 13 0.330 0 0 90 No None Solid Wood FENESTRATION SURFACES ccccccccccccccccccccc Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC cccccccccccccccccccccc ccccc ccccc ccccc ccc cccc cccccccccccccc cccccccccccccc HOUSE 1 Window Front (S) 7.5 0.400 0.350 180 90 Standard/0.76 Standard/0.68 2 Window Front (S) 15.50.400 0.350 180 90 Standard/0.76 Standard/0.68 3 Window Front (S) 15.5 0.400 0.350 180 90 Standard/0.76 Standard/0.68 4 Window Front (S) 4.5 0.400 0.350 180 90 Standard/0.76 Standard/0.68 5 Window Front (S) 6.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 6 Window Front (S) 6.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 7 Window Front (S) 15.5 0.400 0.350 180 90 Standard/0.76 Standard/0.68 8 Window Front (S) 15.5 0.400 0.350 180 90 Standard/0.76 Standard/0.68 9 Window Front (S) 18.3 0.400 0.350 180 90 Standard/0.76 Standard/0.68 10 Window Left (W) 12.5 0.400 0.350 270 90 Standard/0.76 Standard/0.68 11 Window Left (NW) 4.0 0.400 0.350 315 90 Standard/0.76 Standard/0.68 12 Window Left (W) 10.0 0.400 0.350 270 90 Standard/0.76 Standard/0.68 13 Window Front (SW) 4.0 0.400 0.350 225 90 Standard/0.76 Standard/0.68 14 Window Left (NW) 12.0 0.400 0.350 315 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 9 C -2R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnS d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZllS92 Program -FORM C -2R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch FENESTRATION SURFACES ccccccccccccccccccccc Area U- Act Exterior Shade Interior Shade Orientation - (sf) factor SHGC Am Tilt Type/SHGC Type/SHGC cccccccccccccccccccccc ccccc ccccc ccccc ccc cccc cccccccccccccc cccccccccccccc 15 Window Back (N) 24.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 16 Window Back (N) 24.0'0.400 0.350 0 90 Standard/0.76 Standard/0.68 17 Window Back (NE) 12.0 0.400 0.350 45 90 Standard/0.76 Standard/0.68 18 Door Back (N) 60.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 19 Window Back (N) 9.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 20 Window Back (N) 12.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 21 Door Back (N) 40.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 22 Window Left (NW) 7.0 0.570 0.670 315 90 Standard/0.76 Standard/0.68 23 Window Back (N) 21.3 0.570 0.670 0 90 Standard/0.76 Standard/0.68 24 Window Back (NE) 7.0 0.570 0.670 45 90 Standard/0.76 Standard/0.68 25 Window Right (E) 3.5 0.570 0.670 90 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ccccccccccccccccccccccc cccWindowcc ccccccOverhangccccc cccLeft Finccc cccRight Fincc Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ccccccccccc.cdccc ccccc ccccc cccc cccc cccc cccc cccc cccc cccc cccc cccc cccc HOUSE 1 Window 7.5 2.0 4.0 32.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 15.5 3.0. 5.5 10.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.5 3.0 5.5 10.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 4.5 1.5 3.0 10.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.0 1.0 6.0 10.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 6.0 1.0 6.0 10.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 15.5 3.0 5.5 10.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 1.5.5 3.0 5.5 10.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 18.3 4.0 5.0 1.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.5 3.0 4.5 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 4.0 1.0 4.0 9.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window -10.0 2.5 4.0 9.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 4.0 1.0 4.0 9.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 12.0 2.0 6.0 9.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 24.0 4.0 6.0 8.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 24.0 4.0 6.0 8.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 12.0 2.0 6.0 9.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 60.0 9.0 6.7 12.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 9.0 9.0 1.0 12.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 12.0 3.0 4.0 12.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Door 40.0 6.0 6.7 12.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 7.0 1.3 5.3 11.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 21.3 4.0 5.3 10.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 7.0 1.3 5.3 11.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 3.5 1.3 2.7 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 10 C -2R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnS d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZllS92 Program -FORM C -2R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch HVAC SYSTEMS cccccccccccc WATER HEATING SYSTEMS ccccccccccccccccccccc Number Tank External in Energy Size Insulation Tank.Type - Heater Type Distribution Type System Factor (gal) R -value cccccccccccc ccccccccccc ccccccccccccccccccc cccccc cccccccc cccccc cccccccccc Water Heater'to meet minimum CEC Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS ccccccccccccccccccccccccccccccccccccccccc *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION cccccccccccccccccccccccccc *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. _ REMARKS ccccccc Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow -Location R -value Leakage D Eff ccccccccccccc ccccccccccc ccccccc ccccccccccccc ccccccc ccccccccc cccccccc cccc HOUSE HPPackage 6.60 HSPF n/a Crawlspace R-4.2 No No 0.771 ACPackage 9.70 SEER No Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS ccccccccccccccccccccc Number Tank External in Energy Size Insulation Tank.Type - Heater Type Distribution Type System Factor (gal) R -value cccccccccccc ccccccccccc ccccccccccccccccccc cccccc cccccccc cccccc cccccccccc Water Heater'to meet minimum CEC Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS ccccccccccccccccccccccccccccccccccccccccc *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION cccccccccccccccccccccccccc *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. _ REMARKS ccccccc CONSTRUCTION ASSEMBLY Page 11 3R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn� d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZ11S92 Program -FORM 3R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch ecccccccccccccccccccccccccccccccf d d d d .d d d d d d d d d d d d d d d _ d d d d d d d d d d d d d gccccccccccccccccccccccccccccccch Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method Reference Name . W.19.2X6.16 Description .... Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ccccccccccccccccccc ccccccccccccccccccc cccccccccccccccc U -Factor: (1 / 19.34 x 0.85) + (1 / 6.98 x 0.15) = 0.065 Btu/hr-sf-F nnnnn Total R -Value: 1 / 0.065 = 15.28 hr-sf-F/Btu Material Cavity Frame Name. Description R -Value R -Value ccccccccccccc cccccccccccccccccccccccccccccccccccccccc ccccccccc ccccccccc 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 - 2x6 fir -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 ccccccccc ccccccccc Total Unadjusted R -Values 19.34 6.98 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ccccccccccccccccccc ccccccccccccccccccc cccccccccccccccc U -Factor: (1 / 19.34 x 0.85) + (1 / 6.98 x 0.15) = 0.065 Btu/hr-sf-F nnnnn Total R -Value: 1 / 0.065 = 15.28 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 12 3R nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnS d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZllS92 Program -FORM 3R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch ecccccccccccccccccccccccccccccccf d d d d d d d d d d d d d d d d d d d d d d d d d d d - d d d d d gccccccccccccccccccccccccccccccch Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method Reference Name . FC.19.2X8.16 Description .... Floor Crwl R-19 2x8 16oc Type ........... Floor R -Value ........ 19 Hr-sf-F/Btu Framing Material ..... FIR.2X8 Type ......... Wood Description .. 2x8 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ccccccccccccccccccc ccccccccccccccccccc cccccccccccccccc U -Factor: (1 / 28.95 x 0.90) + (1 / 17.13 x 0.10) = 0.037 Btu/hr-sf-F nnnnn Total R -Value: - 1 / 0.037 = 27.08 hr-sf-F/Btu Material Cavity Frame Name,. Description R -Value R -Value ccccccccccccc cccccccccccccccccccccccccccccccccccccccc ccccccccc ccccccccc 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. CRAWLSPACE Effective R -value of vented crawlspace 6.00 6.00 2c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- 2f. FIR.2X8 2x8 fir -- 7.18 3. PLY.0.63 _ 0.625 in plywood 0.78 0.78 4. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 ccccccccc ccccccccc Total Unadjusted R -Values 28.95 17.13 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ccccccccccccccccccc ccccccccccccccccccc cccccccccccccccc U -Factor: (1 / 28.95 x 0.90) + (1 / 17.13 x 0.10) = 0.037 Btu/hr-sf-F nnnnn Total R -Value: - 1 / 0.037 = 27.08 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 13 3R nnnnnnnnnnnnnrinnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn$ d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZ11S92 Program -FORM 3R d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch ecccccccccccccccccccccccccccccccf Parallel Path Method d d d d Reference Name . R.38.2X4.24 d d d d Description .... Roof R-38 2x4 24oc d d d d Type ........... Roof d d d d R -Value ........ 38 Hr-sf-F/Btu d d d d Framing d d Material ..... FIR.2X4 d d Type ......... Wood d d Description .. 2x4 fir d d Spacing ...... 24 inches on center d d Framing Frac.. 0.07 d d gccccccccccccccccccccccccccccccch Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value ccccccccccccc cccccccccccccccccccccccccccccccccccccccc ccccccccc ccccccccc 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 0.80 0.80 5. BATT.R27.0 R-27 batt insulation 27.00 27.00 6c. BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 11.00 -- 6f. FIR.2X4 2x4 fir -- 3.46 7. GYP.0.50- 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 ccccccccc ccccccccc Total Unadjusted R -Values 41.15 33.62 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ccccccccccccccccccc ccccccccccccccccccc cccccccccccccccc U -Factor: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) = 0.025 Btu/hr-sf-F nnnnn Total R -Valuer 1 / 0.025 = 40.51 hr-sf-F/Btu HVAC SIZING Page 14 HVAC nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Project Title.......... Earley Date..11/30/01 13:02:21 Project Address........ Lot 9, Rio Bonito Colony ******* ecccccccccccccccccccf Biggs, CA *v6.01* d d Documentation Author... Steve Nelson ******* d Building Permit # d Better Builders Construction d d 5263 Royal Oaks Dr. d Plan Check / Date d Oroville, CA 95966 d d 530-589-2574 d Field Check/ Date d Climate Zone........... 11 gccccccccccccccccccch Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 2nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn$ d MICROPAS6 v6.01 File-EARLEY2 Wth-CTZ11S92 Program -HVAC SIZING d d User#-MP2019 User -Better Builders Construct Run -House d gccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccch GENERAL INFORMATION ccccccccccccccccccc Floor Area.................. 2299 sf Volume ..................... 22839 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY cccccccccccccccccccccccccccccccc Heating Cooling Description (Btuh) (Btuh) ccccccccccccccccccccccccccccccccc ccccccccccc ccccccccccc Opaque Conduction and Solar...... 10656 4913 Glazing Conduction ............... 6129 3984 Glazing Solar .................... n/a 3722 Infiltration.. ... .. ......... 12991 5334 In Gain .............. .... n/a 2100 Ducts... ....................... 2978 1003 Sensible Load .................... 32754 21055 Latent Load ...................... n/a 4211 ccccccccccc ccccccccccc _ Minimum Total -Load 32754 25266 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. 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W3 50, Pr, 325 2A G 9rowa lift- 50, Pf, Goww Ph in 590 50, Ff, 1 ) (A 30. c DATE 210cf0i DRAAANG WLE 59 PLAN Na DATE LSMED Na DATE RMON ' Better Builders '� Construction t/ OI r U 1 1116[ L General Contractor L1C No 5ZI�3Roya1 Oaks 11r, Orovill� Ca 58 2574 � � � �, nor �. �...� N 27OCTM Na IE i SC1"-50'=,., -30 .q8 1111E M51 V Na OF I,AWY & nONNA MV D Guam PFA we , m-M $ Q E „NOY01 FJfO] -,o F7,AlItiS..�. °' AM fff S,I�1,50N � X10 mfo c01,ONY BIGGS, cA 959 F � M � AD OVJM G ,max on a PARI PLT SOU FOR „ . ,7 PAPER _ IM