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HomeMy WebLinkAbout047-430-03647-43-35 ' v • DEL LISK Q q 7 v 'V { - 4470 Garden Brook Dr; tot 18, Chico - -- ContR: Larry Banks q- PErmit#1923-89B,P,E,M(new single family. - { 47, -43-36 r . •1225-91B , P, E r KEENER° Dennis •� �': 4470. Garden` Br .•. R "`,. ook Dr, .Chico Cont: Holiday- Pools '` G ! ; (new swimmn g Pool'/sf) j 047-430-036 •iur s`;, "J4-2652: KEENER DENNIS i? wow, 01 BUTTE COUNTY AREA DEPARTMENTLOF DEVELOPMENT SERVICES 4 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B07-0355 Issued: 02/23/2007 Address: 4470 GARDEN BROOK DArea: CHICO Owner: KEENER, MERLENA A 6APN: 047-430-036 Applicant: FOUR SEASONS ROOFIIMap Page: Permit Type: Re -Roof :Description: REROOF 48 SQUARES Flood Zone: None SRA Area: Yes SETBACKS Front Setback: Side Setback: Rear Setback: Other Setback: Minimum Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Inspection Type I IVR I INSP I DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145. Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 1 503 Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: 7' . T =Finals' Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Public Wor s Fina 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final **PROJECT FINAL 801 -rrolect anal is a t-erntncate of uccupancy for (Residential only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds FOUR SEASONS ROOFING FOUR SEASONS ROOFING Building Garage Remdl/Addn 11 COMMERCE CT. #1 11 COMMERCE CT. #1 CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530) 895-0418 (530) 895-0418 FEE INFORMATION DBMSC Re -Roofing $275.00 LICENSED C_ONTR_ ACTOR'S DECLARATION __ Contractor (Name) State Contractors License No. / Class / Expires FOUR SEASONS ROOFING 659073 / C39 / 11/30/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X jolt, -Ib C, d 0 02/23/2007 Contractor's Signature Date _ WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier. State Fund Policy Number. 1650644 Exp. Date:07/01/2007 (This section need not be competed if the permit is or one hundred dollars ($100) oror esT) DI CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. j( ��`1`a G 02/23/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip i otat unargea: $275,00 Fees Paid: $275.00 Balance Due: $0.00 Receipt No: B1951 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, imp; ove, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: i 02/23/2007 Owner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property o er or am authorized to act on the property owners behalf. ., C 60 rc�,, 02/23/2007 Owner 1:1 Contractor OR;Agent for Owner ®Agent for Contractor FILE COPY - - - ---_. � --.,_ -PROJECT-INFORMATION Site Address: 4470 GARDEN BROOK DR Owner' Permit No: B07-03555 APN: 047-430-036 KEENER, MERLENA A & DENN Permit type: MISCELLANEOUS 4470 GARDEN BROOK DR Issued Date: 02/23/2007 By GLB Subtype: Re -Roof CHICO, CA 95973 Expiration Date: 02/23/2008 Description: REROOF 48 SQUARES Occupancy: Zoning: SR1 FOUR SEASONS ROOFING FOUR SEASONS ROOFING Building Garage Remdl/Addn 11 COMMERCE CT. #1 11 COMMERCE CT. #1 CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530) 895-0418 (530) 895-0418 FEE INFORMATION DBMSC Re -Roofing $275.00 LICENSED C_ONTR_ ACTOR'S DECLARATION __ Contractor (Name) State Contractors License No. / Class / Expires FOUR SEASONS ROOFING 659073 / C39 / 11/30/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X jolt, -Ib C, d 0 02/23/2007 Contractor's Signature Date _ WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier. State Fund Policy Number. 1650644 Exp. Date:07/01/2007 (This section need not be competed if the permit is or one hundred dollars ($100) oror esT) DI CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. j( ��`1`a G 02/23/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip i otat unargea: $275,00 Fees Paid: $275.00 Balance Due: $0.00 Receipt No: B1951 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, imp; ove, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: i 02/23/2007 Owner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property o er or am authorized to act on the property owners behalf. ., C 60 rc�,, 02/23/2007 Owner 1:1 Contractor OR;Agent for Owner ®Agent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name e- et-) e C First N I n 0, T1 IN,%s Mailing Address L, 1_1 a a` c cue r Qc 00% C. City Or, \Co State Com. Zip�sq�3 Phon 3 o� 3 t,t 5-83 q Fax E-mail CONTRACTOR Name o � Address -Address City Stat e Zip a Sot2�— Phrit�c�S—oy�B Fa S3 -)S 9`IS 9i0 E-mail Lic. # 5 `1 0 } Class APPLICANT INFORMATION ARCHITECT/ENGINEE,R Name City �\ o -Address Zip S ZB City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address , 2 City �\ o State C� Zip S ZB PhoeS -b 342 —2Hg3 Fax E-mail APPLICANT SIGNATURE PERMIT NO. BIN b� BIN # PROJECT LOCATION AP# /I (5 ; Property Address o V JSP G0. City co WORKER'S COMPENSATION Policy Number (ts 5 Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address p� DESCRIPTION O)R SCOPE OF WORK: Sq FT- Living Garage Open Cov ❑ . Structure Built without Permits 0 Proposed Change of Occupancy / < �" (Note previous use): / For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. ti NOTES RESIDENTIAL ,PERMIT NO. i x047=43'0-0?6 04-2652 KEENER, .DENSIS 4470 GARDEN BROOK DR, CHICO 3.4 CONT: POPP CONST NEW PRI DET GA.RAGEiSHOP l v j SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER f� . + JOB FINALED (Date) t ., Signature CHECKED BY J=OK 0 = Not OK = NotReadyable MISCELLAPEOJkS MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Carports; Windows -Doors 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 HiFyrFig.; Sills-Anchors-Studs-Rftrs-Trusses 'Date4� ard B-1(� Date Card B-1 Date Card B-1 ) . Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Ccmpaction-Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 a C- ze, 3,2�.os Gz lc) C q,zq,lo S MISCELLAPEOJkS Date DECKS, COVERS, CARPOR GARAGES P ns) OK except #'s 1' quirements-Setbacks- asements 2. ngs; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors HiFyrFig.; Sills-Anchors-Studs-Rftrs-Trusses 'Date4� ard B-1(� Date Card B-1 Date Card B-1 ) . Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Ccmpaction-Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 a C- ze, 3,2�.os Gz lc) C q,zq,lo S J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope Card B-1 Date Card B-1 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 37. Vent Fan, Exhaust above insulation 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 4G Attic Access & Platform if Furnace in Attic 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors FRAMING (Permit) OK except #'s 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 4:. Bearing Walls over Girders & Floor Nailing 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 46. Headers & Beams -Size & Bearing 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Dard B-1 Date Card B-1 Date 74. Dard B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26.. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27- Romex Installed Close to Edge of Studs & C.J. 79. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 81. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes ' 0 No 32 Service -Riser Conductors & Ground Main Disconnect 33 Equip. Clearances Panels-Motors-Mech. Equip. _ 34 Clothes Closet Light -Shower Light -Spa Light 35 Smoke Detector Date FRAMING (Continued) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36L A.C. Ducts Insulation & Support Fireplace Ties or Type A Flue -Fireplace Throat Clearance 37. Vent Fan, Exhaust above insulation 50. 38. Condensate Drain & Overflow, Size & Grade 3E Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 4G 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 54. 41. Sills Proper Materials & Anchors 4'. Walls Studs -Nailing Spacing & Braces -Plates -Sound Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4:. Bearing Walls over Girders & Floor Nailing 56. 4e. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Siding -Nailing Veneer 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecourity.net\dds PERMIT NO. BP042652 . LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 11/05/2004 • APN: 047-430-036-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 4470 GARDEN BROOK DR CHI Date: Contractor. Map Index: Description: DET GAR (576) STG/SHOP (288) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires aKEENER Owner: DENNIS W & MERLENA A permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 4470 GARDEN BROOK DR the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95926 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: KEENER DENNIS W &MERLENA A pP owner of property who builds or improves thereon, and who does .such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 4470 GARDEN BROOK DR sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of CHICO, CA proving that he or she did not build or improve for the purpose of 95926 sale.): 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: POPP'S CONSTRUCTION CO ❑ 1 am Exempt under Articl 3 f the Busintjss and Professions Code 18 PISTACHIO DR Date: ��� Owner: CHICO, CA 95928 W, RKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #• 511846 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect•' PEITZ, GREGORY ARTHUR required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Squareft: 864 S. F. Policy #: y� I certify that in the performance of the work for which this permit is *1 ., Valuation: $32,544.00 issued, shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith c mply with those provisions. .. Date: tA O` • rf Applicant: `) WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of ! compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees.- 3 R �i 549 • �l O q ' g - �'�-- CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Coda ?nrUor I hereby affirm that there is a construction lending agency for the Resolutions t do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) — Name: By: — �C�s.--- Date: PE ITE PIRES ON: (i • S ' C S Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of a . icial form or docum nt of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos 9-'r" Print Na me:Signature: , Date: Owner ❑ Contractor 0 Agent for Owner 0 Agent for Contractor Roof Beam( 2001 California Buildinq Code (01 NDS) 1 Ver: 6.00.7 By: Greqory A. Peitz, Architect on: 01-31-2005: 2:28:03 PM Project: KEENER - Location: GARAGE DOOR LB Summary: LB 3.125 IN x 10.5 IN x 16.7 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 136.7% Controlling Factor: Moment of Inertia / Depth Required 7.88 In Deflections: 16.7 Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): 180 Live Load: LL-Rxn= Dead Load! DL-Rxn= Total Load: TL-Rxn= Bearinq Lenqth Required (Beam only, support capacity not checked): BL= Camber Reqd.: C= Beam Data: 3.0 Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Camber Adjustment Factor: CAF= Non -Snow Live Load: 80 Roof Loaded Area: RLA= Live Load Method: Method = Roof Loadinq: 2400 Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weiqht: BSW= Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adi= Total Uniform Load: wT= Properties For: 24F -V4- Visually Graded Western Species Bendinq Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: Ex= Stress Perpendicular to Grain: Bendinq Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.25 FV: Adjustment Factors: Cd=1.25 Design Requirements' Controllinq Moment: 8.35 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: At a distanced from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection) Ey= Fc perp= Fb_cpr= Fb'= FW= M= V= 0.21 IN 0.26 IN = U777 0.47 IN = U426 668. LB 550 LB 1218 LB 0.60 IN 0.32 IN 16.7 FT 0.0 FT 7 :12 240 IN4 180 1.5 X DLD 83.5 SF One 16.0 PSF .10.0 PSF 3.0 FT 16.0 PSF 10.0 PSF 2.0 FT 1.25 8 PLP 16.7 FT 80 PLF 66 PLF 146 PLF 2400 PSI 240 PSI 1800000 PSI 1600000 PSI 650 PSI 1850 PSI 3000 PSI 300 PSI 5085 FT -LB 1096 LB Sreq= 20.34 IN3 S= 57.42 IN3 Areq= 5.48 IN2 A= 32.81 IN2 Ireq= 127.36 IN4 1= 301.46 IN4 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.nehdds PERMIT NO. BP042652 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 11/05/2004 APN: 047430-036-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 4470 GARDEN BROOK DR CHI Date: Contractor: Map Index: Description: DET GAR (576) STG/SHOP (288) OWNER43UILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires aKEENER Owner: DENNIS W &MERLENA A permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 4470 GARDEN BROOK DR the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95926 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: KEENER DENNIS W &MERLENA A owner of property who builds or improves thereon, and who does pp such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 4470 GARDEN BROOK DR sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of CHICO, CA proving that he or she did not build or improve for the purpose of 95926 sale.). n I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: POPP'S CONSTRUCTION CO ❑ I am Exempt under Articl 3 f the Busin "ss and Professions Code 18 PISTACHIO DR Date: owner: CHICO, CA 95928 W RKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 511846 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: PEITZ, GREGORY ARTHUR required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 864 S. F. Policy #: u� I certify that in the performance of the work for which this permit is Valuation: $32,544.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith mply with those provisions. Date: O ' Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. .4113 R q !6 5 4-7. —10 q ' G • O 4 - CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Codes anftr I hereby affirm that there is a construction lending agency for the Resolutions t do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) a r / 1 (• 5,0 +Name: .-Cra.��— Date: By vw-- PE IT2EPIRES ON: ((• S • C S Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project:, ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of ."ficial form or docum nt of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos . , Print Name: �, i,� ��� `v� Signature: II Date: t aV Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor 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 ` OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the abo address and should be corrected. Please notice this office when correction of work is co pleted. If -you have any questions pertaining to this matter, or need additional explanation, P/Wase contact this office immediately. Date 7 �� �� Inspector._ REV '10/92 i.........,_.....42 J z Date 7 �� �� Inspector._ REV '10/92 i.........,_.....42 8/cl&44ea=.�O70ad8 W,rlcPa�, B TTE COUNTYf.'� DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION �T C • g AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 ■ CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name eeAJ Name tc �R( m �U i Address qq%D / 4 D12— 2 -City City Ch State Zip Phone S-1537 Fax S 3 0 E-mail Co � APPLICANT NAME CONTRACTOR Name tc POPP(��•Jst l (�e�iek% Address j O !"j D �Q � ` City � Stateo, Zip Phone _ Si Fax E-mail Planner Uc. #5 r �� b Class APPLICANT NAME ARCHITECT/ENGINEER Name v2 Address j O !"j D �Q � ` City � State 715LL Phone J _ Si Fax E-mail Planner Sta�Ucense31Number -3 APPLICANT NAME Name Address q q 7 Q, Gatd ^�� ��bx City n I e Q l� State SRA Phone S30-.06 5- 53 Fax 30--3qs-g �v E-mail 2►J S APPLICANT SIGNATURE X W,, For office use only: Zoning Pr Ad L Gbr- Flood Zone Cross Street SRA I Yes No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT . BIN # LOCATION AP# y.7 -y33— 03 (,z> Pr Ad L Gbr- City, �co,7O Cross Street WORKER'S OMPENSATION Policy Number Carrier r1fohiring anyone other than license contractors, a certificate of worker's mpensation mustbe shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS IL K:\FORMSOUILDING F0RMS0dgApDlSubRgmts.doc Page 1 of 2 .Description or Scope of Work: Sq. Footage ❑ Structure Built vrithout Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: i.:?,1 Receipt #: 412 39 41 Date: q . y . 0+_ Amount 54-i.9Q Bldg so4.48 SRA Sheriff .3-:)s SMIP Other 58' 15 Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and caics in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). El 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). — ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ... ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). '1.E] 9. Letter of Signature authorization (if required). 0"' 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS metunos can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of .fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER % Proposed Building Use: �� T r'- (� G�t-� Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4y• 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Lefler from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. *� ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. IS ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form �1 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. Cl 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers.......................:...............................................I.................... ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ . 22. City of Chico Plumbing permit ........................... :............................................ 23. California Department of Forestry plan approval ,d paid. Sent by: 11►.� 9 9 09- 'Ds?- q• is •o4 24. Planning approval A Use: C (B)Parking: C Parcel Check IV,- 9 PP O LO 9 O 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....,.. ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... �. ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. r ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑/ 37. ❑ Grant De d, ❑ M.H. �T!tl�e/Statement of Facts, ❑ Let r from Legal Owner, ❑ Check to H. .D. $ [B' 38. Other:_VL l/l0�tar� �rrLZ�a� /�.��,,,, /rn"Strlu on v►-iS- /IiCSP ❑ 39. Other: When issued Telephone S46 • 0 5c74 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Q,"," / Date: 7 9 1. Index permit application for the above items numbered: 38 Plan Check Letter 2. Additional items required Contractor, designe owner was advised of the above data by (9 -phone, ❑ mail, ❑ counter, by 15;�Date: 10 • z 8. 04- Contractor, 4Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: WILL-OA*4 Date: 10,-21-404- Structural 0•-21•404-Structural reviewed by: Date: Structural approved by: Date: Note transfer by:t�-Date: 10 •243.04. -' Yellow: Building Division r TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance rd E.H. USE ONLY Fle.J.Pian Attached 'Y�CT� Floor Plan Atlachad 1��_ �. Sant to B.D. I 94/" �eeyre�✓ 44:2n GW �� EJyGAI� !2. ' 47- 01d �- 03 Owner Location AP# Plan Approved for: Sewage Disposal---,-- Water Supply: Public Clearance for dwelling. Other vv w„)"Q��,rn Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Private Well Y Date �V.,,..-'-"WLLDAN Serving Public Agencies October 21,2004 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1154 Jurisdiction Job No: 04-2652 Assessor's Parcel No: 047-430-036 Description: Keener Garage/shop Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: # Plans: Two (2) copies sheet 1 (1 page) dated 08-06-04, signed by Gregory Peitz. # Structural Calculations: Two (2) copies dated 08-02-04, signed by Gregory Peitz. # Energy Calculations: Two (2) copies dated 08-06-04, signed by Gregory Peitz. # Truss Calculations: Two (2) copies dated 03-27-02, signed by Redong Yu. The plans have been stamped with the Willdan approval stamp and dated the date of this letter.. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. APPLICABLE CODES 1i Unless noted otherwise, all comments- are based on requirements of -the 2001 California Building, Standards Code found in the California Code 'of Regulations, Title 24: • Part 2, lmown as the'California Building Code and abbreviated herein as "CBC". ` • Part 3, known as the California Electrical Code and abbreviated herein as "CEC". • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC". • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". • Part 6, known as the California Energy Code, and Energy Commission' Standards, and abbreviated herein as "CECS". CODE ANALYSIS Type of Occu a cy Type of Construction Sprinklers Stories 1" S9 Ft Sq Ft Total Sq Ft R-3 V -N N/a 1 288 N/a 288 Garage V -N N/a- 1 576 -N/a 576. Floor 2°d Floor •, - J ' CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other -departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. All plan sheets shall be,signed by designer or person responsible for the plans.as required by ' California Health & Safety Code Section 5536.1. ' DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS . Our plan review reveals no special inspection needs pursuant to CBC 1701. Sincerely, Michael Carlin Plans Examiner }} - - 'f ~ •` is r 4 r '�.? \,}, Cc: E-mail Alice Mefford at: amefford@buttecounty.net Page 2 of 2 - _ f • .Comity of Butte 14353-1.154 r COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be change the plan checking proc ss. APPLICANT DATE A Z/ Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant . Pink -Owner (rev. 2/2003) ��2 OWNER A.P. # _,=:)4-7. 4-3o • o3L PROPROSED BUILDING USE DATE `� 9 �— RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ 549 .g �-1 X399 `� 9 o 4 - Additional Additional Fees Due........... $ ---Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units ' Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE x.04 (paid at Building Division) 4-1Z3q i el • 9 • O 4— �3 04-.,e? 1B 8. WATER TENDER FEES BATTALION # $200.00 (paid, at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ ` Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER c� +tel ► P 4 3. n 5 I sMl j At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be change the plan checking proc ss. APPLICANT DATE A Z/ Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant . Pink -Owner (rev. 2/2003) Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR N 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile N TO: FROM: ' SUBJECT: O � DATE: WILLDAN Scott Rutherford (530) 538-7160 srutherford6bbuttecounty. net Plans Transmittal For Review Per Contract 9/10/2004 Applicant: Keener, Dennis Permit 04-2652 Project Type: Garage/Shop APN: 047-430-036 100% 70% Plan Check Fees $ 281.15 $ 196.81 $ 281.15 $ 196.81 WILLDAN Fee $ 196.81 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Department C o u n t, J. Michael Crump, Director f Public o f -B u t t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement MESS THAN 1 ACREI Project Description: Project Location and/or Parcel Number: 147— q3 C> J By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: F Less than I Acre NPM & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner:- —1) 2h! O�S���1��f' Phone: gqS- S Mailing Address q2,10 -q5 13 Site Address: SL-YfiQ__ Assessor's Parcel Number: Ll 7 — 1� 3 O " 0 3 (,7�> Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL LNFORAMATION: 1. Is there a primary dwelling on the property? Yes El No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No.j 3. Will items produced in this building be offered for sale? Yes ❑ No 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising. on or off site, be associated with the use of this building? Yes ❑ No SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ Non 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 0 S. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ Noc] 9. Will the proposed structure encroach within any recorded easement? Yes ❑ Noj CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes El No 11. Will this building be heated or cooled? Yes ® No ❑ 12. Will this building have a water closet/toilet? Yes ❑ No 15 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes ❑ No,O 15. What type of floor covering will the building have? � p_1 C )I - 16. What type of wall covering will the building have? *-,or. �e-- OVER 1 of 2 PROPOSED USE: (check only one box) 1. Q'Residential Storage Shed - I will be storing (4eUs2.L(4 in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. arprivate Garage - "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept" A zarage door is required. 3. ❑ Residential Carport - A covered structure intended for parking of vehicles. Two or more sides must be ent. IV Wen. 4. IN Residential Occupancy - Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ® Workshop' ❑ Home Occupancy' Other- Use = t �� 1. newnbe type or Woeaamv I Mum be approved by the Bude Cou¢y Planning Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the emlanaeon_ Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearty affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. O«-ner's Name: Please Pnn � P i S �] - Owner's Signature: / Date: �% D 2 of 2 GREGORY A. PEITZ ARCHITECT 383 RIO UNDO AVE. CHICO CA 95926 (530) 894-5719 PROJECT: �cE;7,4 I have reviewed the truss submittal for the' above project and all loading design criteria have been met. Architect Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION *BUILDING * GIS * PLANNING October 21, 2004 Dennis Keener 4470 Garden Brook Drive Chico, CA 95973 Subject: Building Permit — 04-2652 (Garage) Dear Mr. Keener: The Butte County Department of Development Services, Planning Division, has reviewed the submitted Building Permit, and we have found that your property is located in the North Chico Specific Plan Area (adopted in 1995). This Plan requires that erosion control plans are required for any new construction in this area. However, the area where your property is located has very little potential for erosion. Through working with our County Engineer, we have developed,a way to meet this requirement in areas that will have a relatively small amount of soil disturbance and low potential for erosion. In order to address erosion control for the construction of your garage, please write the following on your site.plan, which will be required prior to permit issuance: If soil, is excavated and placed in such a manner that sediment could be transported across the property boundary, install silt fencing, straw waddles or other appropriate erosion control measures until sufficient vegetation can be established_ or the excavated soil is removed from the property. Should you have any questions please feel free to. call Lana Adler, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. /JJnsep1h1'W. rly, /09 Baker Planning Manager SITE PLAN REVIEW APPLICATION a Date: ��/.�I/4� AP# Permit Number (if applicable) i� 'oZCO -2 APPLICANT INFORMATION Parcel Size: 13 OL CIy— Owners Name: Owners Address:-. �'/S/ 73 Telephone No.: 0" +, a - -, tic . ,`►. t.` - , Situs Address: Proposed Use: t Residential ❑ New Single Family Residential ' ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home Am Residential Accessory �.� Permanent Second Dwe ling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel - ❑ New Industrial Industrial Addition • ❑ F] Industrial Remodel .. Other - ❑ Septic ❑. Well ❑ Agricultural Exempt Building ?, s ❑ Other: ;ar LOA I!� DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved 'Conditionally Approved ❑ Resolve Problems Prior to Approval " Site P n Stamped Approved ' By Date ``1,o 0 q ' Page 1 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) A7OQ6, SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: � • Flood Panel No.: &007C0340 . D Index Date: t//;0/0,0 ❑ Sacramento River Reclamation District (Approval must be obtained from the a ifornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) a 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: 54 ` 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 C201 Side S 30 Side Street Rear 5 '30 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 f ` 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 ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ' ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name. Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments - .0 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 Subdivision Map/Parcel Map: eAAtv_A ql.e_ EV Map Date of Recording: 9 a �- g�J✓ Lot: 0 ❑ Use Permit/Minor Use Permit Permit Number: Book: I Page: vZY &7 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. 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. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ 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. ❑ Property owners responsible for roa EJ t❑ Page 4 of 5 i a Summary of Specific Requirements: This information provided in this summary is"based on the application information and on the best available data at the time of review. CALarryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 El Summary of Specific Requirements: This information provided in this summary is"based on the application information and on the best available data at the time of review. CALarryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 OWRER'S STATEMENT E8, BUTTE SAVINGS A WAS ASSOCIATION, AS OWNERS OF TRS LAID INCLUDED WITHIN 'CARIUAGB ENTATHS' SUBDIVISION AS Hoon HEREON. DO HEREBY STATE THAT WE ARE Too ONLY PERSONS KROHN CONSENT IS KSCESSARY TO PASS CLEAR TITLE TO MID LAND AND NB ERNEST C0 MEET TO TOS PREPARATION AIM RECORDATION OF THIS MAP A8 S80UN WITBIn TSB COLORED BORDER. LIKES. NT ON OFFER FDEDICATION FOR PUBLIC USE AND DO ERNEST DRDICATR POR SPECIFIC PURPOSED, Ton FOLLOWING, A) A PORTION OF GRBBIMERRT LAMB,NICHE! 99. RED In 1 -FOOT EIDE KO-AMRSS STRIP AS SHOWN ON INH SUBDIVIBI08 RAP, ARE HBRRBY OFFERED FOR DRDICATIOITO 168 County of BURG IN PEE SIMPLE. B) GAEDSM BROOK DRIVE AMD BORRY933 COURT AS BROKE ON TOB SUBDIVISION MP, ARE HEREBY OFFERED FOR DEDICATION TO TES WUNTY Of BORE In PER SIMPLE. C) EASEMENTS FOR PUBLIC UTILITY PURPOSES INCLUDING DRAINAGE, ELECTRIC, A COMMUNICATION FACILITIES, OVER, ON, AND UNDER THOSE STRIPS OF LAND SHOWN AS 'P. O. 8' (PUBLIC UTILITY RASERET). D) DRAINAGE AND ACCESS BASEMENTS AS SHOWN 08 THE SUBDIVISION MP, ARE UNREST OFFERED PON DEDICATION TO THE COUNTY OF Burrs. E) FOND EASEMENTS As SHOWN On TUB SUBDIVISION MAP, ARE ERNEST OFFERED FOR DEDICATION TO THE COUNTY OP BUTTS. BUTTE SAVINGS ALOAN ASSOCIATION BYt TITLE, SKw10Q Ilea PH Ne,DwuT STATE OF CALIFORNIA COUNTY OF BUTTE ON 6A175T -�- • 198 BEPoRE M8, TEE ONDBASIGNE , A &_!' POBLI IN AND POR SAID STATE, PERSONALLY APPBARRI) e{� E. CLyfnGr PERSONALLY KNOWN YO MBi PROVED NB N Td BASIS SATISFAC—I KVIDESCB TO BETNEB PERsm WHO EXECUTED THE WITHIN INSTKoBNT AS rYY1i(1r 1/'GG P(Ysi �'.+' ON BEDALF OP TEB BUTTE A11 A LOAN ASSDC1AtIOW, AND ACKBOIREDGED TO NE TBAT TBB CORPORATION ElECOTED It. WITNESS NY MND .AIM OFFICIAL SEAL, oYPec.,�A s�wr . DAIM M.U6A8D KpIANY CLOSE Of THE BOARD Of SUPERVISORS STATEMENT I RARTLN J. NICHOL$. CLERK OF Te[ SOARD Of SUPERVISORS OP TRS ON BUTTE, NTA78 OP CALIFUNRIA, DO HHRBB7 TB TEAT OB o_e11w.Ae� do 19 P, THE BORE COUNTY BOARD of );OPER SORB 1Fi ALLY APP THE SDBUIVISION NAPMO F 'CARRIAGE ESTATES.' GARDEN BROOK DRIVE, BORRYB88 COUNT, A PORTION of GREEKBERR7 LANE, HIGHWAY 99, AND THE I -TOOT KIDS NO -ACCESS STRIP As SSOMN OK TSE SUBDIVISION KAP A" arrm= POR DEDICATION IN PBE SIMPLE, NEAR ACCEPTED. ALL VID LIC UTILITY BASEMENTS SHOWN AS P. D. S., DRAINAGE BASEMENTS. POND EASSRESTS, MRD ACCESS EASERMETE ON THE SUBDIVISION MP AND OFFERED PUN DEDICATION TO TBE PUBLIC EBBE ACCEPTED ON BEHALF OF TBE PUBLIC. TBE BOARD OF SUPERVISORS APPROVED ACCESS ACROSS TNS 1 -FOOT NO ACCESS STRIP AS SHOWN ON BOO[ BO OF RAPS, PAGES 92 L 93. OAT6D.�; Te,n Aar 10, N98i t�! ... f1h.r n _T N cJels RARTIK NICHOLS. CLERK BY DEPUTY ••! P:- BOARD OF SUPERVISORS SURVEYOR'S STATEMENT I. C. W. BACHMAN. DO HEREBY STATE THAT I AN A REGISTERED CIVIL ENGINEER OF T98 STAIR OF CALIFORNIA. THAT TEB MAP ON 'CARRIAGE ESTATES' SUBDIVISION CORRECTLY RBPRESEMS A SURVEY MADE UNDER RY SUPERVISION O8 AUGUST 1987, TEAT IT IS TRUE AND COMPLBT6 AS SHORAN, THAT 'I" MONUMENTS SHOWN THEREON EXIST AND ARE OF Tog CHARACTER AND OCCUPY THE POSITIONS SHOWN AND ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. W� r. R.C.R. 16803 fES;b_`V 6Ae9 i`• Mo.168D3 ` em J'ry of CMP COUNTY SURV8yOR'S STATEMENT L, WILLIAM CBSPF, COUNTY SUNVEYON OF TBE COUNTY OF BUTTE. STATE OF CALIFORNIA, DO BNNEDY STATE TELT I HAVE EXAMINED IBS ►IML RFP OF 'CARRIAGE ESTATES' SUBDIVISION, TEAT IT 15 SUBSTANTIALLY THE SAKE AS APPEARED ON T138NT 8 TENTATIVE RAP ON FILE AMD KEY APPROVED ALTERATION THRMEDT, THAT ALL THE PROVISIONS OF less SUBDIVISION RAP ALT OF THE STATUTES OF CALIFORNIA An ANY LOCAL ORDISAWCKS APPLICABLE AT THE TIRE OF APPROVAL OF SAID TENTATIVE RAP SAVE Buy COMPLIED WITR AMD I AN SATISFIED THAT TOE RAP Ie TECSRICALLY CORRECT. YILLI CAEFf COOKY SUNVSYON Y.C.S. 142I9 RECORDER'S STATEMENT FILED THIS 22-0 MY Of SlyNSMO rf•2 , 19 AT B:QN -A-M. IN HOOT 11 OP HMS AT �AGBS 24 25. 1Ir A7 AT THE t Of BACHMAN AND ASSOCIATES S INTUNFWL: SERIAL HDIHHB 8A-�297T SuiC X467 P% ­y CANDACS J. GRUEDS BUTTE COUNTY RECORDER CARRIAGE ESTATES SUBDIVISION A DIVISION OF A PORTION OF PARCEL 7 OF THE KOHLHOFF AND GACKSTETTER LANDS IN SECTION 30 AND 31. T 23 N. R I E M.O.B. 6 M., BUTTE COUNTY, CALIFORNIA. FOR BUTTE SAVINGS & LOAN ASSOCIATION BACHMAN & ASSOCIATES 3012 ESPLANADE CHICO, CALIFORNIA SCALE JULY, 1987 4a ° ♦♦ tip 4 ♦� n s �P00f- PROPOSED DOMESTIC WELL SITE W/IOO"RZ �' ♦ X SEPTIC -FREE •e4 / \` 1 BE TBACN (TYP.IgO 1 OSOP°ID 4 "X"___ �/ •5 SI HARDPAN ��\ \ r • I /'•,� O9 \ �� ♦ ♦AREA• \Q 1\ J SIX 111 � � W 23--22 � • • I.I � 9 BACK �I Q I� LINE • ■ � •N4 DRIvE / 9UIlDIM01 • 9fTIBACK I ■ • LIKE I u I• \2 W ' 10 _ II 12 S I W I IB Leo 1c. IN Ae. LOSA<. I.Il !0 I 1.33Ac o / W Z / e 4pv A / : 7ARD N %� AREA IS 14 / \ ° D CUITBggI / 12 JG� 17 11 SVS n LOCATION MAP No SCALE (\ C E4CnFIElO EEO TO BUTTE IN F IM FEEE SIMPLE r sr\ ♦ If ry11'N1 � 5 6 \ O : NOTES 9�F F'ee• 0"�eL(p r00� • ° ♦ / DD• \a KEEFER THIS 'ADDITIONAL MAP SHEET SHOWS ADDITIONAL 'Yj \ "' �"SS�• O INFORMATION, IS FOR INFORMATIONAL PURPOSES CONDITIONS AS OF THE DATE �'� j 2O ONLY, DESCRIBING OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. _. RESIDENTIAL DEVELOPMENT MAY BE SUBJECT TO ''O• - SCHOOL MITIGATION FEES BY THE CHICO UNIFIED^ P `\ KEEFER SLOUGH SCHOOL DISTRICT. • I N29 05'00" E 225.59 NO HABITI BAL BUILDINGS WITHIN 100' OF THE 2 N el°17'00" E 206.41' SOUTH PROPERTY LINE. ' 22°55'00" E 174.4fi 4 N 55'55'00" E 118.38' S N 82 10'00" E 142.23 , 6 S. 52°14'00" E 18.56' NO SEPTIC OR LEACHFIELD WITHIN 50 FEET OF • 7 S 65°17'00" E 346.77' THE RETENTION PONDS ' 9 N 55'51'°°"E 216.24' AREA CARRIAGE ESTATES 9 10 N IS°36'00" E N 48'32'00" E 230.73' 73.48 THE 100 FOOT AGRICULTURAL SETBACK SHOWN HEREON MAY BE SUBJECT TO INUNDATION. II S 80'18'00"E 293.65' SUBDIVISION 12 N 56'49'00' E 263.97' 13 N eB 11'00" E 282.07' 14 N 85° 17'Ob" E 89.94' A DIVISION OF A PORTION OF PARCEL 7 OF THE 15 S 6:'02'00" E 451.71' KOHLHOFF AND GACKSTETTER LANDS IN SECTION 16 S 49'53'00' E 52.96' - 30 AND 31, T 23 N, R 1 E M.D.B. 6 M., BUTTE ' 1732.o 2 S 3OS'00" E 24.35' COUNTY, CALIFORNIA. FOR BUTTE SAVINGS S LOAN ASSOCIATION BACHMAN ASSOCIATES - 3012 ESPLANADE CHICO, CALIFORNIA - SCALE JULY, 1987 ' SHEET 2 OF 4 SHEETS c7� 4`5'x) WATSON s,,55.d(H) SUB." NO.2 I 80M 92,93 5]o.ot 2'APAIK 3/4"I. P. 6 3/4 LP. Z li no-CEq] 3/4"I. P. I 10 II �FA]CMENT 3/4"I. P. xF9°]]'FIR�1 /LS 3338 I LS'3736 J Fi�3�}v e] LS 3338 RCE 16803 3/4"L P. (]41.54' NB9°38'0" Ixee°n'WE) ]e .e' °]]t S -1215.97' -- OCE 18803 165.97 170.00 159.49 150.51e 6 1 170.00' 170.00 170.00' 'b o o 'b o p o p p 0 00 0 0 r N' . b m m N q w I I AI p i. 23 21W mW G ..wp 1722 20 1 19 23Aw 1.13 Ac. S 10A. W , 1.00 At. 0: 1.13 Ac. 0 .13 At. n W 00 D. 0I a a a W8 a « a J o 0 oWda. o o I N Z 09 Pc p� y H 10' P.Y.F. m y 10' P.U.E. N 110.27' m - 159.49' —130.51' 13a 150.00' — -170.00'- — 170.00'— / 1 9 89° 38 00"W 400.27' 600"W 4900 ' 450.27 _�a�0�' _ 44�.ut B°o ped y 1 5 e9°36'00" BROOK x ee ]F oo F 695.27' R. 8 89'36'00" W m 0- / 9 -- —175.27'— —200.00,- —170.00 - —150.00 13 I —195.00 — O 0 li /�� / p L a m- r• 0 C1 p S\ o �- ` Ne. Qa. �\ ylf p a ii O'za �+� \ 0 0 o\s, t0 ' I I W 12 ' W 13 w 16 1.54 At. 1.24 At. 0 1.05 Ac. 8 9 1.05 Ac. 'o w W 0 1.33 AC.0N l or Jam° 9 F• eGO c 3 o f J. b a �o+ '40 ?' oR OJ v, w H f\0 I Z a I N64 %S4 P` 9L ;,� 200.00' 170.00' 167.86' 4 a I.4 212.86' O NB9 S6 0 .337.86 IS = IS NB9 38 00 E Jac\ avx t 0 n 16 14 2.95 At. p. . 1p S 85°17'00"W W I w 89.94' -15 1.68 At. 0s3se W.I. P� f 4�0 STORM DRAIN 6 ACCESS EASEMENT 2�0, 19t\ Jm0 , °j AND RETENTION POND EASEMENT 9J��p3' ARE HEREBY OFFERED FOR / ro p \ \A. Qel O DEDICATION TO BUTTE COUNTY I '' v? y Sa8°32'00 7 \ .► N49°53'00"WJ 3.Q Bw °. 193.65' 00 52.96' 9 N 32°03'00" W BO°18'00., W 100.00 60 A : - 24.35' KEEF 263.63' i p\ G ER EDGE20F ORAINI135 DIT CNN CARRIAGE ESTATES \�\ ; (12/83) -SINCE LOS T (SUBDIVISION \ \ o BASIS OF BEARINGS A DIVISION OF A PORTION 'OF PARCEL 7 OF THE y nKOHLHOFF AND GACKSTETTER LANDS IN SECTION / n THE BASIS OF BEARINGS THIS SURVEY IS THE NORTH " y LINE (PORTION) OF PARCEL 7 OF THE KOHLHOFF AND 30 AND 31, T23N, RIE M.D.B.SM., BUTTE / FGACKSTETTER LANDS GIVEN AS N52°22'00" E ON DEED - COUNTY, CALIFORNIA.' FILED IN BOOK 2199 OFFICIAL RECORDS AT PAGE 637 FOR BUTTE COUNTY RECORDS AND 7MAPS35. BUTTE SAVINGS'bl LOAN ASSOCIATION BACHMAN & ASSOCIATES 3012 ESPLANADE CHICO, CALIFORNIA SCALE 1"°100' JULY, 1987 SHEET 4 0F 4 SHEETS l,.•^. 6 \ i QP 00 . P09'► � e �f c7� 4`5'x) WATSON s,,55.d(H) SUB." NO.2 I 80M 92,93 5]o.ot 2'APAIK 3/4"I. P. 6 3/4 LP. Z li no-CEq] 3/4"I. P. I 10 II �FA]CMENT 3/4"I. P. xF9°]]'FIR�1 /LS 3338 I LS'3736 J Fi�3�}v e] LS 3338 RCE 16803 3/4"L P. (]41.54' NB9°38'0" Ixee°n'WE) ]e .e' °]]t S -1215.97' -- OCE 18803 165.97 170.00 159.49 150.51e 6 1 170.00' 170.00 170.00' 'b o o 'b o p o p p 0 00 0 0 r N' . b m m N q w I I AI p i. 23 21W mW G ..wp 1722 20 1 19 23Aw 1.13 Ac. S 10A. W , 1.00 At. 0: 1.13 Ac. 0 .13 At. n W 00 D. 0I a a a W8 a « a J o 0 oWda. o o I N Z 09 Pc p� y H 10' P.Y.F. m y 10' P.U.E. N 110.27' m - 159.49' —130.51' 13a 150.00' — -170.00'- — 170.00'— / 1 9 89° 38 00"W 400.27' 600"W 4900 ' 450.27 _�a�0�' _ 44�.ut B°o ped y 1 5 e9°36'00" BROOK x ee ]F oo F 695.27' R. 8 89'36'00" W m 0- / 9 -- —175.27'— —200.00,- —170.00 - —150.00 13 I —195.00 — O 0 li /�� / p L a m- r• 0 C1 p S\ o �- ` Ne. Qa. �\ ylf p a ii O'za �+� \ 0 0 o\s, t0 ' I I W 12 ' W 13 w 16 1.54 At. 1.24 At. 0 1.05 Ac. 8 9 1.05 Ac. 'o w W 0 1.33 AC.0N l or Jam° 9 F• eGO c 3 o f J. b a �o+ '40 ?' oR OJ v, w H f\0 I Z a I N64 %S4 P` 9L ;,� 200.00' 170.00' 167.86' 4 a I.4 212.86' O NB9 S6 0 .337.86 IS = IS NB9 38 00 E Jac\ avx t 0 n 16 14 2.95 At. p. . 1p S 85°17'00"W W I w 89.94' -15 1.68 At. 0s3se W.I. P� f 4�0 STORM DRAIN 6 ACCESS EASEMENT 2�0, 19t\ Jm0 , °j AND RETENTION POND EASEMENT 9J��p3' ARE HEREBY OFFERED FOR / ro p \ \A. Qel O DEDICATION TO BUTTE COUNTY I '' v? y Sa8°32'00 7 \ .► N49°53'00"WJ 3.Q Bw °. 193.65' 00 52.96' 9 N 32°03'00" W BO°18'00., W 100.00 60 A : - 24.35' KEEF 263.63' i p\ G ER EDGE20F ORAINI135 DIT CNN CARRIAGE ESTATES \�\ ; (12/83) -SINCE LOS T (SUBDIVISION \ \ o BASIS OF BEARINGS A DIVISION OF A PORTION 'OF PARCEL 7 OF THE y nKOHLHOFF AND GACKSTETTER LANDS IN SECTION / n THE BASIS OF BEARINGS THIS SURVEY IS THE NORTH " y LINE (PORTION) OF PARCEL 7 OF THE KOHLHOFF AND 30 AND 31, T23N, RIE M.D.B.SM., BUTTE / FGACKSTETTER LANDS GIVEN AS N52°22'00" E ON DEED - COUNTY, CALIFORNIA.' FILED IN BOOK 2199 OFFICIAL RECORDS AT PAGE 637 FOR BUTTE COUNTY RECORDS AND 7MAPS35. BUTTE SAVINGS'bl LOAN ASSOCIATION BACHMAN & ASSOCIATES 3012 ESPLANADE CHICO, CALIFORNIA SCALE 1"°100' JULY, 1987 SHEET 4 0F 4 SHEETS �t .' SID NTIAL 1225-91B;P,E KEENER, Dennis 4470 Garden 'Brook Dr, Chico Cont: Holiday Pools (new swimming pool/,sf) 7 F �i Z� 5 i t 0 i' Cd S: It b JOB FINALE Signature J=OK Q = Nor OK •= Not Ready abte MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except tt's 1. Zoning Requirements -Setbacks -Easements 2 Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ . /Amp -Concrete 6. Gas; Location -Test -Wrap: / P'L"ft. / /"Nat. or/ /" L" ft./ P'LPG _ 7. Utility Clearance Date Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s _ 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line - 3. Gas; MH Test-Demand-Valve—Connector ` 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.--Sketch 10. Cert. of Occupancy Data Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg -Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date d B-1 Date Card B-1 Date Plans OK except #rs backs -Easements s; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead -Lining c.; Receptacles and Lighti stances-Gbl/ c.; Pool Lighting; 15 volts -CIF ¢._fJeC-Tnclosures: Conduit Entries -Ter ' als-Listed 7. Elec.; BondinifMetal w/5'-Circulati Equip: er '8. Elec.; Grounding; Equip. w 1rculating Equip. -Pool Lghtg. Boxe closures-Panelboards-Ins. to Main in Conduit 9. HeqjK Department Approval 1 umb.; Cir. Test -Water Supply Test 7'�I'CJ24 Date Card B-1 Date Card B-1 Date 7 -7 --"Card 3-1 �/ Date Card B-1 " J 4 i'J=OK O = Not OK - = Not Applicable Not Ready RESIDENTIAL (S ' = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin -roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic. 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -looked in Attic 0 Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 80. Following instld.: Drive 0 Yes 0 No; Walks 0 Yes 0 No; Planters 0 Yes 0 No 81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Flnal: • 1 y COUNTY OF BUTTE Q DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 >w 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office ti when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. r(�n Date / 9i Inspector i`; COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSES.IOR PARCEL NUMBER 47-430-0 ZONING SR -1 BUILDING PERMIT OWNER Dennis Keener TELEPHONE 895-1537 SO. FT. OCC. BUILDING VALUATION Cont ice 17 000.00 OWNER'S MAILING ADDRESS 4470 Gardenbrook Chico 95926 CONTRACTOR'SNAME Holiday Pools TELEPHONE 343-8245 CONTRACTO'R'S MAILING ADDRESS 1170 E. Lassen Ave.,Chico 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is 17 000.00 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 122.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 147.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping - 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other pool SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea TYPE OF WORK New MK Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: new pool per Master #504-88 Permit Fee $ EA Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 10.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty ofNEW y perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. S Fl1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.N , OR ADDNS. ( ACC. BLDGS. �2 Osq ft CONSTR U TI.OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS 6 (SINGLE OUTLET CIR. I Ex. Occup(ouTLETs OR FIXTURES aLO 30 .2A0LO 30 FIXED APLNS. Ex. OCCUp. OUTLETS P(RESID.)REA.I 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. INirin g 15.00 pool elec OT -- Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way a crue against said County in consequence of Phe ant ng of this permit. <� c� Sign of Applicant — Own octo� Agent An SHA permit is required for xcava i s over S'll" deep and demoliZonrconstruct- ion of structures over 3 stories in heigh Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL E $ 87.50 E UA- PARK scHL F PA P I H Iss This permit is hereby issued unser the applicable provi- sions Of the Butte County. Code and/or resolutions to do work indicated abov for which fees have been paid. D1 E R PUBLIC WORKS — ��^ By Date PERMIT EXPIRES Date Receipt No. 88849-187.50 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT vUPy v1I✓iaiiaZ>cni �caiui vCl.7l. rlreuepi. Utner Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above), 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--jnail—counter by v _ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION ' •. 7 COUNTY CENTER DRIVE - OROVIkLE"CALIFORNIA 95965 - TELEPHONE: 916/538-7541 counter by date Plans checked by PERMIT APPLICATIO` DATA SHEET ' Plans Permit No. �eNNiS �leer`1e(L L OWNER _z A. P. No. � 7 Proposed Building Use NEw �o�L Building Inspector Date—Z�l—�� At time of permit'application, I was advised the following data must be submitted prior to permit processing and/or issuance. DATE RECEIVED APPROVED 1. 2. All items have been submitted. ..... Plot in duplicate/triplicate, �d plans sign y reparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and'AC-Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ' 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. ' 14. S hool District fees paid .............. Sanitation from C' c C0 approval Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section DPW . 19.' Driveway permit (construction approval required prior to occupancy) 20. 21. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................... ..:............. ' 26. 27'. When L you issue the permit, process s follows: ail to owner. ail to contractor. " J�a'Bay "nd -- elephone hold for pickup at Ch 'Goffice. Deliver w/inspector. Other ___ _. , vUPy v1I✓iaiiaZ>cni �caiui vCl.7l. rlreuepi. Utner Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above), 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--jnail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone—mall counter by date Plans checked by Date Plans approved by Fw Date A" Sets of plans on hold in File cabinet _SAP folder Copy—DPW TO Buildinq Department FROM: * Environmental Health SUBJECT: Sanitation Clearance c- e- ki &-i-- W7,o 61W�-�4kzgrl< 3,G Owner Location A?# Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: clearance for bedroom mobile home. Other NOTE *** Water Supply All. Sanitarian Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER r� /� / 036 ZONING 5R- k BUILDING PERMIT _ OWNER 1267 iS Kee, Ivne TELEPHONE BQs l s'.3 ,SQA FT. OCC. BUILDING VALUATION Coo o. t� OWNER'S MAILING ADDRESS 4-l1! o 132oo co C/1 15926 CONTRACTOR4 NAME of i DAomits TELEPHONE 3w3 -S2 CONTRACTOR'S MAILING ADC.4s i I`tU . CseAJ AVC-' (2 <<0 C'/-tC'/-t9.5 Fireplace CONSTRUCTION LENOER1116AIZ UNKNOWN Total Valuation Is ©O 0. O® LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ , -.5-0NoN� ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee / t $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS I q-70 2- Gf{12P651vQ('OcK Permit fee $ iS PLUMBING PERMIT Filing Fee 10.00 g5Qa6 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE ( SF ❑ Duplex❑ Mobilehome❑ Other ` SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home ISI GJWJ 10.00 ea TYPE OF WORK New,, Addition ❑ Remodel ❑ Uttilities ❑Installation[] Other ��1Describe work: W�W Permit Fee $ . 0 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 V OR LEAMP ORSLESS 10.00 CONTRACTORS LICENSE LAW I declare under penaltyof perjury (check one p i y hk : ( ) ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Bushes$ and Professions Code and my license is in full force and effect. License No. Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD -L 100 AMP 2.5'50 NEW CONST. DWELLING OCCUP.y OR ADDNS. ( AGC. SLOGS. , h¢sgft NEW CONSTR.MULTI-OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20@501 eALO 30 FIXED APNS Ex. Occup. OUT ETS P(RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 p1p6l 1 15,00 Permit Fee $ .60 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte againstAZ. all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures oover33 stories in height. Mobile Home Installation Fee- $ Energy Inspection Fee $ Ei CONST TYPE TOTAL FEE $ ��t�v'— E CUA PARK SCHL FL PAR PD i H0, ISSUE This permit is hereby issued unaer the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date > Receipt No. C� g O l- �® WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT PERMIT NO. 1923-89B . P . E .M PERMIT EXPIRES OWNER DEL LISK ! CONTR.. Larry 'Banks ` ASSESSOR PARCEL 47-43-36 LOCATION 4470 Garden Brook Dr, lot 18,( Chico F t 7 -fit V 12-17 `(1' (A� Temp. Power Pole Called PGAt //D. GF/. 9t- A20 Ar PA cL Temp. Elec. Service Called PG&E '\ Temp. Gas Service Called PG&E JOB FINALED (Date) o . Signature U = VK 0 = Not OKp RESIDENTIAL, (Single• and Duplex) -� Not Applicable ,. . • - - = Not Ready Date ' UN LOOR (Plans) OK except #'s Date FR ING (Continued) . Zoni g -Setbacks; -Easements -Flood -Slope 4 Hangers -Post Caps -Anchors -Connectors R/ftg., Main; Soils-Steel-Elec. Grnd.-//2—�" Ftg. Depth 6gotlng. Joist-Rftr. Ties- Puri in -Roof Brac.-Truss-Shthng.-Rfng. g., Garage; Soils-Steel-/L2-9-Ftg. Depth Fire lace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 4§f2t 'c Access; Size & Romex Protection -Draft Stop -Ins. Baffles mwall , Main; Steel-Blockouts-Wrapped 4 m. Windows or Exiting Doors -Sill Hgt. &Dimensions e alts, Garage; Steel-Blockouts-Wrapped SpooGarage Fire Protection Framing S-/9• . lab; Steel -Wrapped party Line Firewall & Openings 8. Pie s -Fireplace Ftg.-Steel 5g/Ext. Doors -One T -Check Garage -3rd story, 2 exits D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test emirs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 5*0PIywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Si '.g -Nailing Veneer 12. Electric; Underground 5 tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. S dr Walls; Nailing -Bolts 15. Insulation .I ulation-Walls-Clg. 6 .Infiltration-Walls-Wndws Card -B1 /3-• to Card -B1 Date Card -B1 a. Dat. Card -131 Date Card -B1 Date 12 -/ - and -B1 Date Card -B Date /2,•-,�--tCard-B1 Date Date PLU ING (Permit) OK except #'s 1 . W er Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 1ZAater Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 1 .W.V.; Test-Fttngs & Anchors -Nail Protection 62. S e Detector how Pan; Test, First Floor -Tub Access urn e; Vents -Clearance -Comb. Air-Connector-eK I arage; Above Floor -Ducts -Mach. Protection 2 est Tub & Shower, 2nd Floor -Tub Access 1: as Pipe; Size & Anchors OrBedr " Exiting -AQ -43'f k._& -Bath Fixtures - pa —6 6 ec. rim & Sub el; -Br er Sizes- els Card -81 . _ Date Card -B1 Date 6, airs Card-B12_Date _ • ' Card -B1 Date 6 ' eplac -or Stove; CI nces- 6 c. Outlets at Wood Pan Ext. Date ELECTRICAL (Permit) OK except #'s 2 zture & Transformer Clearance -Ins. Protection 7 ' . Fix & Appliance; Grn . -Air Gap-Cedliino Clearance 2"1 !'L'Receptacles Spacing -Lights & Switches at Doors 71. O "s & Receptacles at Kit. Counter 2 ii Boxes & No. of Conductors -Stapled 72. ge F' boor; Swing -Landing -Closer omex Installed Close to Edge of Studs & C.J. 73. A.C. ct in Garage -Damper Ground made up w/Meth. Fasteners -Bond Gas & Water —�2 7 r. Htr.; Vents -Clearance -Co 'Air -C a r- P.R.V.- In G Above Floor c . Prote n Appliance Circuts in Kitchen & Conductor Size/G.F.I. - c. & Mech. Equip. Lista r ation ee ire Size / / ga. Cu or AI-A.C. Wire Size / /ga. CuAl 7 4. ec. Receptacles in Garage; (G. -Romex Pr c. ,pr 2 ange Circ. /71p/ ga.©or Al-�� Gen Circ. / / ga. Cu or AI. 1 dated Neutral Y*Ve No 77. Ins io -.Foam-Looked in Attic ❑Yes AL-eruonails & Deck Const ction-Po aps . 3 . Service -Riser Conductors & Ground -Main Disconnect 7 'n. Vents & Crawl Hole go rain Wood -Earth Clear ce Looked under or es 3 qui ' Clearances Panels-Motors-Mech. Equip. 32. thes Closet Light -Shower Light -Spa Light 8 . owing instld • nv s (3 No* Walks es ❑ No- Planters ❑ s o 33>'Smoke Detector 81. Stu Br n-Fini Card -131 Date Card -B1 Date C._UnitjN1brt1rnart, Electr' mbing Card -B1 Date Card -B1 Date 8.. t ove Roof; Plbg.-A nce-Firepl.-CI rance to Op nioga­ Date ME ANICAL (Permit) OK except #'s er, Disco ct, Ele ical, Plumbing 34 C. Ducts Insulation & Support AfiEltfaroor_ Elec. Trim; Receptacle -Underground 3 nt Fan; Exhaust above insulation 86 n thro t House 3Condensate Drain & Overflow; Size & Grade �_. ass ote u ace -Vent; Access -Comb. Air -Return Air Vent -115 outlet rr f.om Previ s Inpections 3 " ttic Access & Platform if Furnace in Attic as T - eters ged; Gas-Electri ell 9 & Sewer Connected -C/O to Grade -HD Approval Card-B1vv� Date Card -131 Date nergy Compliance Certificate -Other Certificates er i ica e Card -B1 Date Card -81 Date Card -131 UjS Date$ Card -B1 Date Card -B1 Date Card -B1 Date Date FRA ING (Plans) OK except #'s 3%e6i,lfs, Proper Material & Anchdrs Card -B1 Date Card -B1 Date 4 Walls Studs -Nailing, Spacing & Bracing—Plates-Sound Comments at Final: 4.• Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Stops; Furred Ceilings -Stairs -Chases -Tub 4J/Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit iob site) = OK .0 = Not OK = Not Readyiable MOBILE DOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements ' 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P'U ft. / /"Nat. or/ /"L"ft./ /"LPG - 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -131 Date 10. Roof; Shthg-Roofing Card -131 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Card -B1 Date Card -B1 Date 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -131 Date Card -61 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -B? Date Card -131 Date Card -131 Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 r 747 Elliott Road, Paradise — Phone: 872-6347 - CORRECTION NOTICE VNER PERMIT NO. A routine inspection indicates that te following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector < Q Date h, —m—v/ ENERGY INSTALLATION CERTIFICATE l /� Building Owner !�� sK • Building Permit # Z 2 — Building Location ��`7� ( � eAl I hereby certify that the above insulation was installed in the above building, is consistent with approved building department plans and attachments and con- forms w th equir m nts f Chapter 2-53 of State of California Energy Requiremen ��A ��i<. VOfA7f7 FIRM NANE WNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTAILATION APPLICATOR DATE I hereby certify the required features, devices, and equipment, ati shown on the approved Building Department plans and attachments have been installed and conform to the appli- ance standards and Chapter 2-53 of the State of California Energy Lequirements. BUILDING'CONT ACTOR/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. (FI ). M SIGNATUR F BU LDING CONTRACTOR/OWNER DATE HVAC FIRM NAME/OWNER•'(Prdase Print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST,BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 DESCRIPTION OF INSULATION ROOF Material Brand Name Thickness(inches) Thermal Resistance (R Value). EXTERIOR WALL Material Brand Name Ce�eT,9�NT�Q� Thickness(i es) Thermal.Resistance(R Value) CEILING if Batt or Blanket Type f 3' Brand Name Thickness(inches) too Thermal Resistance(R Value) Loose Fill Type Ap -D c$Brand Name . Minimum Thickness(Inches) /2 Number of Bags Wt. per bag lb. Area covered(ft.2) Thermal Resistance(R Value) FLOOR, ELEVATED Material Brand Name Thickness(inches) Thermal Resistance(R Value) FLOOR, SLAB Material Brand Name Thickness(inches) Thermal Resistance(R Value) Width(inches) FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, is consistent with approved building department plans and attachments and con- forms w th equir m nts f Chapter 2-53 of State of California Energy Requiremen ��A ��i<. VOfA7f7 FIRM NANE WNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTAILATION APPLICATOR DATE I hereby certify the required features, devices, and equipment, ati shown on the approved Building Department plans and attachments have been installed and conform to the appli- ance standards and Chapter 2-53 of the State of California Energy Lequirements. BUILDING'CONT ACTOR/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. (FI ). M SIGNATUR F BU LDING CONTRACTOR/OWNER DATE HVAC FIRM NAME/OWNER•'(Prdase Print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST,BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OroVlile, Calif.ornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ERMIT N ASSESSOR PARCEL NUMBER ,e1 -- 4 -� 37 ZO�NG BUILDING PERMIT ow R TELEPHONE c �� SO. FT. OCC. BUILDING VALUA ,ION 0:9 VTT OWNER'S MAILING ADDRESS 6 lvl s e{ (7T 7.6 9 (v M qq19 Iq , CONTRACTOR'S NAME TELEPHONE .- (3 0_.J f cs -3 /'^L 7 ��A f / 2- CONT ACTO 'S MAILING ADDRESS ! Cf' 0 -7 1, Fireplace •A " p too• CONSTRUCT N LENDER UNKNOWN Total Valuation $ 1 -4 - OV LENDER'S AILING ADDRESS Filing Fee - $ 10.00 Permit Fee $ , S a ARCHITECT R ENGINEER LICENSE No. Plan Checking Fee ,$ QQ.C Energy Plan Checking Fee $ / , ©`.) AR CHITET OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS bPermit - aI: fee $ Q PLUMBING PERMIT Filing Fee 1 10.00 Each Trap 131 2.00 alp, bo Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 �•�a Each qas water heater or vent 5.00 6Z) USE OF STRUCTURE SF �K Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 !Jv Building sewer 5.00 s, ao Mobile Home S I G W 0.00 ea TYPE OF WORK • i New V Addition ❑ Remoodee(l ❑ Utilities ❑ Installation❑ Other ❑ Describe work: �f 6��rol% j j Permit Fee $ UD Contractor ELECTRICAL PERMIT Filing Fee 10.00 J Main service i600V OR LESS 100 AMP OR LESS-5� 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW $023 I declare der penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full f e and effect. License No. _��C/5i �'� Classification ❑as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.ei OR ADDNS. ACC. BLDGS. , /20Sgft 70,S1; NEW CONSTR U LOUT LET NON.R ESID .BRA C CIRC., TS 2.50 ea POWER APPARATUS IN -SINGLE OUTLET CIR. EX. Occup( OUTLETS OR FIXTURES 20@) SALO 30 Ex. Occup. OUTLETSP(RESID )FIXED ALINISREA.) 2.00 Temporary service 10.00 0.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a. Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating e;, p 6, OC; Cooling Hood 3.00 , a%-. Ventilation O� penult Fee Contractor. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against sai unty in c sequence of the granting of this permit. / Sc4 _ Date l' � 01 Signature of Applico t - Owner ❑ ContractorR Agent El. An OSHA permit is required for excavations over 5' deep and demolition or construct- ion of structures over 3stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ o Od TOTAL PERMIT FEE $ , �p Occup, R3 coNST .TTP! V IscVpell7�7FARCly PD No IS E This permit is hereby issued under sions of the Butte County Code and/or work indicated abov 2 for which C R OF PUBLIC BY AIr PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS ,) J Date U�(�T o Receipt No. 0 O WNITC-D.P.W., TlLLOW-AeelSeOK, PINK -INSPECTOR. GOLDENROD -APPLICANT q'. I \" - .. 9 . AI -1 . r _ ., .•- �. :4 '. ry, �.. ,_ . k _ , r,rq -. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/536-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER A!9/!. C A. P..No. ^ 9 Proposed Building Use Building Inspector Date=,Z l7 - R<- At vAt time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... t0. Chico Urban Area fees paid .... �'.g��.. 11. Park fees .paid..........................�.................. .... O -lC�- .12. ! �.� r School District fees paid ................. r 13. Sanitation approval from mak,. - -j�p Health Department ... z 17 14.' City of Chico plumbing. permit ..................................... . 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17 Improvements may be required. 8. Driveway permit (construction approval required prior to occupancy) Pre-Inspec. request to 19. Pre -Inspection for required ...... Building Inspector 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... �Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 3. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization .................................... . 25. Rceoej M&p 26 a Whe, ou issue the permit, process as follows: :gt_ Mail to owner. Mail to contractor. Tel and hold for pickup at office. Deliver.w/inspector. Other ., Applicant Copy of plans sent Health Dept., Fire Dept., Other_ Date The following data must be submitted prior 1. Index permit for above items No. 2. Additional items required: Date 4 - l6 - k? permit issuance: LCircle new_ item not checked above). Contractor, esigner, owner, was advised of above required data byJLphone_ —maiI—counter by -bU date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by '� Date `3 Sets of plans on hold in —"File cabinet AP folder Copy—DPW TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance /2S owner location AP # Driveway'permit 993"1 5 has been issued for the above property. n b .I: . -0_- date TO Buildino Department-.. FROM: Environmental Health SUBJECT: Sanitation Clearance 3� l7 C L ' l s I >r (tar `'h ---- Owner Location . ' APO es . Play: At�Proved for: Sewage Disposal t/ Water Supply Mold fjh.l f®ro Water Supply Final clearance 0.1. for: Water Supply Clearance mor home. Other ' - ' '; san .tFaria.n Date BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number Building Department No. School District City, County Jurisdiction Property Owner i t< - Project Location/Address ,Co+- 1 S 1�,•Es�w s Subdivision Lot Number Residential Development: M' a Sq. Footage • oZ 3;( -2 -# of Living MHI Addition (Group R) Units • ' Commercial/Industrials Sq—Footage -New Addition (Including Exterior Roofed Areas) ing Department Representative Date (Floor Plans reviewed by School District Personnel) District Id No. �p,�fS�• ►� �{ l i, Ca I.J,AAPIF- D School District certifies that Applicant Name 130)( ;Z� C %11 SS e .(;'t -(9C1'. Phone Number (Street Address) (City) i r ;(State) (Zip Code) has com lied with�the re uirements of ResolutionNo. p167 by the paymentof $ 303. 1 representing n/ square feet. r- - /p// o /g9 ,Sdhool Dist/rict Representative Date PAID BY CHECK NO. BANK NO PAID BY CASH' REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE '(8/88) o �' . An naf i rni � i ,on oti � � .i.i tc► � � �. "�� ti 1 R �F, tx j otw~o _00,sso I- !�7 � �� e) � �., �„ a �• . 1.4A A �• �I -�a•asr---i s3.rr:at—$ � k i � M $ `• � x ,^'�. v, e • .. ti moi, F.00 as /.oe.►t.o�. •—eoeif- •�-3.o�.e'e �5� �� ' 111t�R r, 1 ■ " , i .0 oil t.ee..ip: o -� :3 RN S IN � •ha , X _ v p0'0��.00,►1.0 A cc di °_ r ► �_� a t.c //_ till, , po shEXEMOTI 's f i /,.�•�' , .00Tio 1 . / • ��•re� &ti +•+°d g + Ncost � . ' ~, ;Ot"S,' .,tom•°'% !o;• ' \ 4'� ��,►. ' e • A�°7 food � t \ tj�i�dt ��/ \ : j ti top w 4 - N w \ + j:. 8 ►t AA r ° t o �•F BUTTE COUNY PARKS DEVELOPRENT-FEE CERTIFICATION FORM. CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number s ) ty Property Owner Af& Project Location/Address 619- 44&,,e_o w cLor- l� Subdivision IF—S77)-77_=S Lot Number(s) /O Residential Development: (check one) New Development Alteration/Addition Mobilehome(s) Non -Residential to Residential Total Number of Dwelling Units I Comment: 4-Wat'l) A9 -iv - 92 B it ing Department Representative, Date Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) 3017 C 0 (Street Address) City) (State) I (Zip Code has complied with the requirements of Butte Co. Resolution No. 89-081 by payment for dwelling units @ $722 for total payment of $�W (_. ARD Representative PAID BY CHECK NO. REMARKS: BANK NO. PAID BY CASH RECEIPT NO. park.fee (7/89) /0) - ZZ-_ it Date Ret urn to DIV AGRICULTURAL STA'n-RENT OF ACKNOWLEDGEMEAT v, FOR RESIDENTIAL DEVELOPMENT Section 26-8-.1 of the Butte County Code' requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent t .. land or included within. an area zoned for agriculLuralpurposes, and residents of this. properly may be subject, to i neon- `AOCEPTED FOR RECORDING veniences or discomfort arising 'from Lhe use! of agricultural chemicals, including, AT 8:01 A•M• hut. not limited to herbicides, pesticides, and ferL i 1 i zers; and from the pursuit OCT I 1 1999' of agricultural. operations including, but not. IimiLed' Lo culLivalion, plowing, spraying, pruning, and harvesting which occasionally generate dusL,. smoke, noise, and odor. Butte County has esLablishi•d ;r,;ricul Lural zones which have as a'priority use for productive agricultural purposes, and residents wit.h.in said zones and on adjacent property should be prepared Lo accept. su,�h inconvvnit•ncc- or disconform from normal, necessary Earn operations. All Lhat real properly situate in ' the Count -y of Butte, Stale of California. descriln-il ;is Follows: Loi 12 Cf A-A1,� Esq fiQ-s -JL4C! r7 s 1 �-- DaLe: 10 -ID -$89 PROPERTY OWNERS: v SLaLe of GA On this the 10+� day of 6�- bcft' , 19 $g9 , before mt•. SS. the undersigned Notary Public; personally appeared County of -De�evars �� sk cid Jar �+ L , \--t znk Present A.P. No.. Notary Public SEAL Proved t.o me on the basis Personally known to me. ANDREA BANKS of satisl•act.ory evidence.NOTARY FQOFFICIAL PUBLIC - CALIFORNIA o. be the person (s) whose names) GY>✓ BUT(E COUNTY My conint, expires FEB 5, ubstribed to the wi.Lhin instrument 1990' and acknowledged Lhat 4 n :�- xecuted the same for the purposes therein contained. IN WIT T'S, WHEREOF, I hereunto set my hand and official seal. Present A.P. No.. Notary Public BUTTE COUNY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA /RECREATION AND /PARK DISTRICT \� Assessor Parcel Number (s) Y 7 " Property Owner J/C& L lsL Project Location/Address ���%D G��2��/t/1��QaE� .�.� C•LOr' Subdivision C;f4 4Gz"A_-Sre7-� S Lot Number (s) Residential Development: (check one) New Development Alteration/Addition Mobilehome(s) Non -Residential to Residential Total, Number of ;Dwelling Units t , Comment: o /D - /d �9 B it ng°Department Representati��e� Date y At yrytyt�Yylr�rkrkrkYr�kYc�tYrylr�rYrY�rYr�r>krkrkilryryr�kyc�rMr�r�rkMr�cylrYr>r�r�r�k>tr�r%rikyr�r�kylr��k�tyri�r�kikwk�krk�lr�yr>tr�Ir�kyr�kir�Ir�k�r�R�k f Chico Area Recreation and Park District(CARD) certifies that A R Q4 ESP u K -S, -:) (Applicant Name) (Phone Number)�- (Street•Address) y . c 5 City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No.89-081 by f � , payment for dwelling units @ $722 for total payment of $�. ARD Representative PAID BY CHECK NO. REMARKS: BANK NO. PAID BY CASH RECEIPTt NO. F t - park. fee (7/89,,) �/� 9 Date — -T C30 RESIDENTIAL/PLAN.CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) B1dg.,,Permit # OWNER 4�L. L --],P GENERAL �. Zoning requirements; (sideyards and number of If Valuation. �3 Plans signed by designer. Energy Design and Compliance. Existing violations on property. 6 Items on data sheet.. PLOT'PLAN Complete.parcel size and.dimensions. Setbacks, sideyards, easements, etc: ther buildings or structures. rading, fills, drainage. lood hazard. permitted living units). ��pecial conditions on creation map or compliance document. .FfAU & FAS road setback. .FLOOR PLAN �-/Required omplete to scale plan with dimensions. windows for light and ventilation (Sec. 1205). �:Required windows for second exit.(Sec. 1204). ,4 -""Skylights (Chapter 34 & Sec. 5201).' Human impact glass (Sec. 5406).,, Required room sizes, ceiling.heights (Sec. 1207). �7/ GFCIs in baths, garage., and exterior outlets (Article 210-8). 9S. Light fixtures, switches, receptacles, and exterior receptacles / of mechanical equipment. /51 Locations of water heater, heating and cooling equipment., other -/gas equipment, and plumbing fixtures. 1kJ. arage firewall, door size, and closer (Sec. 503(d)(3)). 1f- 310" exterior exit door (Sec. 3304(e)). Vireplace and wood stove.location, alcoves, and clearance. moke detectors (Sec. 1210). for maintenance electrical or STRUCTURAL DETAILS X. Foundation plan complete enough to construct building. ��.!Elevations �boor construction details complete enough to construct building. and wall construction details complete enough to construct building. /. koof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). uardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN CHECKING GUIDE iMISCELLANEOUS ITEMS TO -LOOK OUT FOR (CONY D) ` xterior. plaster - weep screeds (Sec. 4706). ,�.�Ip'roper roof pitch for roof covering (Chapter 32).. of covering type - (fire hazard). -of ties or bearing ridge beam. - /Garage door or porch header sizes. -Adequate bracing. le". Living area over garage - complete 1 -hour separation required on garage side �ncluding supporting walls and posts, etc. wo exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). 3cnderfloor access and ventilation (Sec. 2516). ombustion air for fuel burning appliances. .,Noise requirements.on duplexes. r7� Ado e soils - special foundation design. taining walls requiring design. -n Unusual shape, size, or split level house requiring lateral design. .-Flashing at all exterior openings. �. pAT�SH�r tT�w,g /0,�tt,l2,t3,/Q��23,25 � U` t . �v Certificate of Compliance: Residential Climate Zone 11 �EL LIS/` i. Project Tide 1823 - 89 -4470 "p -nem Rpoolr ;D2 a Building Permit #�-29 �9 Pro jest Address G 44 1 LO , CA, l Checked By / Date . DocumentatJon Author TelEphone Fnforeernent Agency Use Only BUILDING DATA Glass ea % Glass h + North (,.2 _gWditioned Floor Area 2327 Number of Stories East357 _ Sla /Raised Floor Number of .Units South -17., Single Family Detached (SFD) [ ] Addition Alone West [ ] Single Family Attached (SFA) [ ] Existing Building Skylight 9_ [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Tom 303 13.0 BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, typical. etc.) Wall .............. – 13 EXT W onus Wall .............. Roof .............3 GF. 1 L 1 ni Q Roof ............. Floor ............. — .._. Floor ............. Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Orientation (sit (SinAh dnuhlel Ernli" hlte,d .cap \ f.L. l - North (of 144 North ( ) -- East (►� 3 S East r ) _ South (✓f 75 South ( ) -- West (✓S 4 Z_ West ( ) Skylight ....... THERMAL MASS Type/Covering (slab/ex o ed, tile, etc. Area Thickness 4 „t K; Overhang Framing Type `Leaky HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) .72 .` '5.-7_ Ate Maximum 1-umace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # tem etc. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) t Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings sub)cct to the Standards must contain these measuraregardim of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Ccnificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specsfi -atiau for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. _ DESCRJPIION Building Envelope Measures ' §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does nes apply to exterior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 perm/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Tones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weathe!rstripped; all joints and penetrations caulked and sealed. §2.5352(e): Special infiltration barrier installed tocomply with §2-5351 meetsCEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting. 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. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculation. 12-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10. 1976 UMC. §2.5316(b): Exhaust systems have damper controls. §2.5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment. water heaters, showerheads and faucets certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined inleriorkxterior insulation (R.16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Excepoon 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. Systcm has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas feed appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators. refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT DESIGNER I ENFORCEMENT This eerdficate of compliance lists the budding features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2. Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Name: Tiac/Fum: Address: Tekphonc Lic. 0: (signature) (date) Documentation Author Name: Tide/Futn: Address: Building Owner Name: Address: L° Gla Tetephone: Enforcement Agency Name: Agency: Telephone 6Z / idatc�/zs� 1. Ceiling Insulation 0.50 -176 Number of stories -54 R -value One Two Three R-0 -103 49 -02 R-19 -8 4 -2 R-30 -2 -1 .1 R-38 0 0 0 U -value 4 2 1 0.50 -176 -84 -54 0.30 -102 49 -32 0.10 -26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation -4 Number of stories Number of stories Single- Single - Two Three Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 0.50 -120 -58 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 it 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Floor Controlled Ventilation Crawlspace -4 Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 4. Slab Edge insulation 4 40 0.60 -144 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 -30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 .1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -4 -3 -1 Number of stories -1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge insulation 4 40 -90 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 -3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 = 6 4 - -- 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Lass Total 0 Slab Floor Effective Percent Class Mass U -value East Percent West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 ,30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 .2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effective Percent Class (percent Stan x SC) Effective 0 Slab Floor Effective Percent Class Mass %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -23 3 0 -4 f$. Shading (Shade Closed) 0 Slab Floor Effective Percent Class Mass 3 (percent glass x SC) 1 Effo*m Stories 4 /CFA One Two %Glass North East South West Skylight 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21 -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 2 _ .9 -11 _10- -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na . not allowed 3 7 8 10 9. Interior Thermal Mass Interior 0 Slab Floor Raised Floor Mass 3 Stories 1 0.40 Stories 4 /CFA One Two Three One Two Three 0.0 -8 -5 -4 .2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Wall Family Family Multi Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11 1.80 10 12 12 j 2.00 10 11 13 I 11. Heating System SE or KSPF (assumes ducts In attic) Zonal Control Adjustment System Type ,Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst.!m SEER (assumes ducts In attic) Sum of 7.10 -25 or -24 to -14 to -4 b Sum of 1.6 16 or SEER fess •15 -5 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 17 14 12 Effective SE or HSPF -1 -1 Effective SEER (SE or HSPF x duct efficiency) (SEER xduct efficiency) Effective -25 or -24 to .14 b -4 to +6 b 16 or SE HSPF fess -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type ,Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst.!m SEER (assumes ducts In attic) Sum of 7.10 Zonal Control Adjustment 10 8 7 6 4 3 . No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached -25 or -24 to -14 to -4 b +6 to 16 or SEER fess •15 -5 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 •i -3 -3 -2 -2 -1 •9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9 6 -1 -1 Effective SEER 0 0.6 HWR (SEER xduct efficiency) -9 -7 -6 Sum of 7-10 WSB -25 Effective -25 or -24 to -14 to -4to +610 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 -4 6.6 -5 -4 -4 -3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8. , 6 5 4 3 9.0 16 14 12 9 7 5 . 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 . No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached Interior MasslCFA . TYPE 2 RISS Ceiling Insulation 2. Unit Size (sQ 3. Water 4. 1199 1200 1700 2200 2700 Heater C(edit cr ' b , to to or - Type Type kss 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 20% POU 8 _ 5 _ 4 - 3 3 SE None -37 -24 _ 18 -15 .12 90% Solar -1 -1 -1 0 0 0.6 HWR -18 -12 -9 -7 -6 2.1 WSB -25 -16 -12 -10 -8 3.6 POU -18 -12 -9 -7 -6 IG None -5 -3 -2 -2 -2 1 Solar 7 5 4 3 2 2.5 POU 3 2 1 1 1 IE None -28 -19 -14 -11 -9 5.4 Solar 8 5 4 3 3 1.4 POU -10 -6 -5 -4 -3 29 Multi -Family (individual 3.5 units) 3.9 4.1 4.3 4.5 Unit Size (sQ 5.2 Water 56 6.99 700 1200 1700 22W Heater Credit cr b to to or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.2 WSB 9 4 3 2 2 4.7 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 21 Solar 2 1 1 0 0 3.8 HWR =23 -12 -8 -6 -5 5.1 WSB -25 -13 -8 -6 -5 0.9 _ POU _23 -12 - -8 -6 .5 IG None -8 -4- 3:" .2` .2 ' 3.8 Solar 6 3 2 1 1 5.3 POU 1__ 0 0 0 0 IE None -30 15 -10 -8 -6 2.7 Solar 18 9 6 4 4 4.2 POU "-8 -4 -3 -2 -2 Interior MasslCFA . TYPE 2 RISS Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. " 7. Shading (Shade Open) 0 or e. Skylight _ R -value (0] F2 factor [0.77] Standard C. South Type [double] U -value [0.65] 2- 12. 7.u2M[•4.?� Ie.rvet.a .l.nl d. West- x e. Skylight tYPE S 1 MA --S (UIMC a 4.2. ie: exposed slab) 9. Interior Thermal Mass TYPE 1 MASS AREA ' Interior M.-iss/CFA 0% 5% 1095 15% 20% 25% 30Y. 35% 40% 45% 50Y. 55% WY. 65f. 70% M% 80% 85% 90% 95% 100% 105% 110% 115% 120% 125• OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5• 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 '4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 . 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 4011. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% .0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 62 60% 11.2 1.4 1.7 1.8 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 6.3 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.61.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 809: 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 5.6 5.8 6 62 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.65.9 6.1 63 65 67 NY. 1.5 1.7 2 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 ,5.9 6.2 64 66 68 95% 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.6 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.1 4.9 5.1 5.4 56 5.8 6 6.2 6.4 66 68 7 110% 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 22 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6. 6.2 6.5 6.7 6.9 7.1 73 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point Systtm Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Measures % Glass SC R -3o or a. North R -value 138] U -value [0.030] ?- )' or 1.5 x R -value [11) U -value [0.098] or 14.09 R-value[191 U-value[0.037] 0 or e. Skylight _ R -value (0] F2 factor [0.77] Standard C. South Type [double] U -value [0.65] ('_tri 8. Shading (Shade Closed) Point Scores -Z t2 0 0 �4 t 4 Sum 1-6 % Glass SC Eff. % Glass a. North 6�- x .77 = 4.77 b. East 1.5 x (0 c. South 3.2 x 14.09 d. West 1.8 x = 13B e. Skylight .3 x 8. Shading (Shade Closed) Point Scores -Z t2 0 0 �4 t 4 Sum 1-6 % Glass SC Eff. % Glass a. North (0 x 14.09 b. East 1 ,e" x C. South 2 x 2- d. West- x e. Skylight _> x _ -- 9. Interior Thermal Mass TYPE 1 MASS AREA 10. Exterior Interior M.-iss/CFA COND. FLOOR TYPE 2 MASS AREA AREA -�- ..W Wall Mass _ �- = d$ Exterior Wall Mass ND . FLOOR AREA Sum 7-10 11. Heating System .72 x '3 = 4 Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or 12. Cooling System [0.72/6.6) .� x . IQ HSPF [0.5615.15] = `%.2Q 't Zonal Control? ( Y / N) SEER [9.5] ' - Duct Efficiency [0.74] Effective SEER [7.03) 13. Water Heating sGr Type [SG] Credit [none] Pn111fTnrnl If soil is excavated sediment could b and place e trans din such a boundary install silt fencing, ported across manner that appropriate erosion co ncing, straw Waddles the or vegetation c ntrol meas °r Other is remov an be established or �reS until sufficient ed from the property the excavated soil 1 T � v � zi:w W ObZ J UJr LI -- LU � Ln� V mm0< zW^m = wpm- � <NW O WoZU) 0 3� �O AU 11 *' �vw Q<ri LU �w �� cc;� � ,.. Q N. � 4 d J LLI X w o c�2� O WIL O O < 3 d zLU z z `n Ix LU w X lu LU X w z x \ ..0-.59 X w T � v � zi:w W ObZ J UJr LI -- LU � Ln� V mm0< zW^m = wpm- � <NW O WoZU) 0 3� �O AU 11 .4 t l CDF FIRE SAFE REQUIREMENTS 047-430-036 BP -04-2652 Keener AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplemtnt the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. 1XI 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 Gates IX] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. 1 CDF FIRE SAFE REQUIREMENTS 047-430-036 BP -04-2652 Keener APS PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space [X] 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [� 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: Metal or no doors on side toward property line with insufficient setback Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials 09/15/2004 Darren Read Date Signature 2 r t RRr OUNT Vi 1 •BUTTE f OUILDING'DIVIS10ROVN u APED ;K �c F 1 LOAD SUMMARY Wind Analysis Normal force method, exposure •13, 75 mph wind speed P=Ce CgQsI WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0 117 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P=.72 * 1.3 * 14.5 * 1.0 =.'0136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P=.67* 1.0* 14.5* 1.0=.010 ksf.@ 20 ft. P =.72 * 1.0 * 14.5 * 1.0 =.01 I ksf. @ 25 ft. P=.76*1.0*14.5*1.0=.011 ksf@ 30 ft. ROOFS 9:12 TO 12:12 P=.62*I.1*14.5*1.0=.010 ksf@ 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011, kst @ 20 ft. P = .72 * 1. 1 * 14.5 * 1.0 = .0 12 ksf@ 25 ft. P = .76 * LI * 14.5 * 1.0 = .012 kst @ 30 ft. Seismic Analysis stati_ c Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V 2.5 Ca (w) = _2.5* .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf. dead load + 16 psff live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psflive load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; E psf @ interior walls; 10 psf @ exterior walls with I -coat stucco or siding ter NNRV aaa P 4 W I"0 '-7 0 / yam, i. 'f 7-_) tO .5 () / LINE A 3 R q = /,,5r, WALLS= � C� SHEARWALLS /. Z) -�-- /g- Z, I I I GDX ply. w/ ad's (�li, 12" O.C. ❑ 5 coat plaster ❑ y2" gyp, bd. k4l 5d'5 @ , 1211 O.C. 11S, It or ANCHOR BOLTS f UBC. specifie12" a.b. @ 6'-O" o.c. w/ min. (2) d o.b.'s per wall is adequate. ❑ y2" dio. anchor bolts @ O.C. A35 /•0r/5 4 = .03'(� < ,Is ❑ A55'S @ o.c. Ig No A55's req'd. OVERTURNING (,13) (� � -1_.? .r- ❑ No holdown's req'd ❑ 0516 Ho ldown Straps to Rim Joists below ❑ Portal Frame w/ "Simpson" 5T6224 straps From 4x post to continous header. PH02, 2-2X , 55TB20 ❑ PHD5, 2-2x , 55TB24 COLLECTOR ❑ ( ) 16c1'S per top T splice, ❑ G516 strap splices F j 576224 strap sp 1 ices s Multi -Loaded Be2mf 2000 International Building Code (97 NDS) I Ver: 6.00.5 By: Gregory A. Peitz, Architect on: 08-02-2004: 3:25:26 PM Project: KEENER - Location: STORAGE ROOM WINDOW Summary: 3.5 IN x 7.25 IN x 6.2 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 45.7% Controlling Factor: Section Modulus / Depth Required 6.01 In Center Span Deflections: Dead Load: DLD-Center- 0.04 IN Live Load: LLD -Center- 0.06 IN = U1332 Total Load: TLD -Center= 0.09 IN = L/809 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 744 LB Dead Load: DL-Rxn-A= 484 LB Total Load: TL-Rxn-A= 1229 LB Bearing Length Required (Seam only, support capacity not checked): BL -A= 0.56 IN Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 600 LB D92d Load: DL-Rxn-B= 394 LB Total Load: TL-Rxn-B= 994 LB Bearing Length Required (Beam only, support capacity not checked): BL -B= 0.45 IN Beam Data: Center Span Length: L2= 6.2 FT Center Span Unbraced Length -Top of Beam: Lug -Top= 0.0 FT Center Span Unbr2ced Length -Bottom of Beam: Lu2-Bottom= 6.2 FT Live Load Duration Factor. Cd= 1.25 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L1 180 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 6 PLF Total Load: wT-2= 6 PLF Point Load 1 Live Load: PL1-2= 896 LB Dead Load: PD1 -2= 560 LB Location (From left end of span): X1-2= 2.1 FT Point Load 2 Live Load: PL2-2= 448 LB Dead Load: PD2-2= 280 LB Location (From left end of span): X2-2= 4.1 FT Properties For: #2- Douglas Fir -Larch Fb= 900 PSI Bending Stress: Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties , Fb' (Tension): Fb'= 1463 PSI Adjustment Factors: Cd=1.25 Cf--1.30 F�: Fv'= 119 PSI Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: M= 2564 FT -LB 2.108 Ft from left support of span 2 (Center Span) Critical moment created by combining a11 dead loads and live loads on spans) 2 Controlling Shear: V= 1225 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining 211 dead loads and live loads on spans), 2 Comparisons With Required Sections: Sreq= 21.04 IN3 Section Modulus (Moment): S= 30.66 tN3 Area (Shear): Areq= 15.47 IN2 A= 25.38 IN2 Moment of Inertia (Deflection): Ireq= 24.72 IN4 1= 111.15 IN4 RE' --, i v E�, T ', SEP 16 2004 mys LONGFELLOw LUMBER CO. INC. Customer: Quality Truss Design • Roof & Floor Systems 89 Loren Avenue e Chico, CA 95928-7434 Phone (530) 893-0112 a (800) 678-0112 Fax (530) 893-0140 E -Mail: tru F &fongfellowlumber.com Z-0 PPROVED � Y. Orin T G OCT 2 0 2004 ri WiLLOAN "— Job No: KEENER SEP 16 24`4=' ENGINEER GARDEN BROOK Mitek Industries, Inc. Address: Redong (Ray) Yu 7777 Greenback Lane, Suite 109 CHICO Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. APS' P.O. Box 20455 Portland, OR 97220 (503) 254-0204 %­zUt (nev. =3) A2 A2 A3 A3 A3 A3 A3 A3 A3 A2 A2 Al Symbols PLATE LOCATION AND ORIENTATION - ► 1 N ' Center plate on joint unless dimensions indicate otherwise. Dimensions are In Inches. Apply plates to both sides of truss and securely seat. IA -► /�+ For 4 x 2 orientation, locate P lates 1 /8' from outside edge of truss and vertical web. 'This symbol indicates the required direction of slots in connector plates. 'For tabular plating format refer to the MITek/Gang-Nail Joint/Mate Placement Chart Numbering System BUTjY~�f_. BUILDING J2 . J3 APPROVED TOPMe"ORDS BOTTOM CHORDS A JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. BEARING Indicates location of joints at which bearings (supports) occur. MiTek Industries, Inc. 0 HYORO GANG-NML ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 2. Cut members to bear tightly against each other. a 3. Place plates on each face of truss at each fy O joint and embed fully. Avoid knots and wane at joint locations. 0 4. Unless otherwise noted, location chord splices at 114 panel length (t6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling Is Installed, unless otherwise noted. 12. Anchorage and/or bad transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or after truss members or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection TM installation of trusses. PANEL ©1993 Mitek Holdings, Inc. CLIP CONNECTOR PLATE CODE APPROVALS PLATE SIZE The first dimension Is the width 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 dimension is the length parallel to slots. HUD/FHA TCB 17.08 LATERAL BRACING ICBG 1591, 1329, 4922 Indicates location of required SBCCI 87206, 86217, 9190 continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek Industries, Inc. 0 HYORO GANG-NML ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 2. Cut members to bear tightly against each other. a 3. Place plates on each face of truss at each fy O joint and embed fully. Avoid knots and wane at joint locations. 0 4. Unless otherwise noted, location chord splices at 114 panel length (t6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling Is Installed, unless otherwise noted. 12. Anchorage and/or bad transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or after truss members or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection TM installation of trusses. PANEL ©1993 Mitek Holdings, Inc. CLIP SHA ^ Ar L. CROS! COMMON TRUSSES SECTION C -C C i RIDGE -.i I SHAPED $LOCK HIP .RAFTERS 1 CROSS (LOCK Nf\ PLAN VIEW 11 , C ALTERNATE DETAIL: WHEN HIP RAFTERS DO NOT MEET ! COMMON TRUSS. 5ctp�cr3(p�n�is(vhl�s) O 5'--7W o,'! (n„ (foil f— TOP CHORD JACK EXTENSION , END JACK r` \ SETBACK COMMON TRUSSES HIP TRUSSES SECTION 2-1 mol- WD -2359 CALIFORNIA HIP UlTak kWusuloo, Inc 6-20-91 REV. 7//0/92 IJOTE= SEE ENGINEERIA16F0(-) RAfrEI•, rIlk 14cK A90TRUSS DE5I61U5, �s ..j ' Ld LA?ERAL STA13ft-IT/ OF Roof : y5T£M TO PE PROvIDED Dy PROJfGT PE516AIER, TOP CHORD BRACING PERTOP CHORD JACK -EXTENSIONS ENGINEERING SPECIFICATIONS. u — N ! — is!! el HIP 12' vi —14 SECTION A -A Sul7� M?.) pm -,p"5 & {?AFTr�s lCK May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 6761909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These nil es only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. QRpfrr to NG M� Redong Na V Director of F �� Western Operations RY/ek b Truss Truss Type Oty Ply KENNER GARAGE R1305323 rGIRD0729 Al ROOF TRUSS 2 t Jab Reference • tlonal 0.0 Rep Stress Incr NO DCDL a nnn . I,,., » 7nni tuliTek industries. Inc. Thu Jul 25 12:04:46 2004 Page Longfellow Lumber Co., Chic*, CA 95923-7434, Matt Dletz i-0-0 12.4-12 -2-0-0 5-74 S - V4 5 2-2.15 14-3.1 12-0-0 12 - 24-0-0 26-0-0 2-0-0 5-7-4 0-3-11 3-2-15 4-4-2 3-2-15 0-1-1 5-7-4 2-OS6 ata -1:46.9 0-1-1 5xi M1120 i 3x4 M1120= 0-3-11 5.8 M1120- 3x2 M1120= 30 MIILU— max. mrw—�.. �.��,..., ...—............__ .. 5-74 0 2-2-15 14-3-1 1t-0-0 12 2 24-0-0 5-74 04.12 3-8.15 4-2-2 3-8.15 04-12 5-74 LOADING (psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 10,0 Lumber Increase 1.25 DCLL 0.0 Rep Stress Incr NO DCDL 7.0 Code UBC97/ANS195 LUMBER TOP CHORD 2 X 4 DF N*.i&Btr G BOT CHORD 2 X 4 DF No. I&Btr G WEDS 2 X 4 DFStd G REACTIONS (Ib/size) 2=174010-3-11,7=174010-3-9 Max Horz 2=41 (lead case 4) CSI DEFL in (loc) I/doff L/d PLATES GRIP TC 0.59 Vert(LL) -0.11 12 >999 240 M1120 220/195 ac 0.61 Vort(TL) -0.2310-12 >999 190 Will 0.49 Herz(TL) 0.09 7 n/a n/a Weight: 111 Ib (Simplified) BRACING TOP CHORD Sheathed *r3-5-3 oc purlins, except 2-0-0 oc purlins (3-2-11 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb). Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26,2-3=-2828/0,3-4=-2417/0,4-5=-3210/0,5-6--2417/0, 6-7=-2329/0, 7-9.0/241 BOT CHORD 2 -13=0/2450,12-13=0/3210,11-12-013210,10-11-0/3210,9-10=0/3210, 7-9.0/2450 WEBS 3-13=0/774, 4-12=0/274, 5-12=-36/36, 5-10=0/274,9-9-0/774,4-13=-1040/0, 5-9--1040/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads Generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead lead, 100 mi from hurricane aceanline, an an occupancy category I, condition I enclosed building, of dimensions 36 It by 24 ft with exposure B ASCE 7-93 per UBC971ANS195 If and verticals or cantilevers exist, they are exposed to wind. If perches exist, they are exposed to wind. The lumber DOL Increase is 1.33, and the plate Grip Increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live lead noncencurrent with any ether live leads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries hip end with 5-9-0 and setback and tie-in span of 4-0-0 from subgirelor. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (D). ` r- a LOAD CASE(S) Standard 1) Regular: Lumber increase=1.25, Plate Increase -1.25 Uniform Loads (plf) Vert: 1-3=-52,4-50-I23, 6-9=-52, 2-7=-26(F--12) Concentrated Loads (lb) Vert: 3=-311 6=-311 Continued on page 2 ©IIARNVNO . ♦erIN !eats. rararnirtere and ILEA N !TOTES ON TIVS ANa INCLUDED "TER R1'ERENCE PAW MU -7473 XZWORZ OSG Design valid tar use only with MfTek connectors. This design is based only upon parameters shown, and is for an Indlvidual building component. AppNcobllity of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the mspenslbtity of the erecter. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, l nanbractg,consItANS18y CrHeda, a32•B/ end 2C311 6ullding Cemponenl Safety Information available from Truss plate Institute, WI571L C 17 r �* Exrs.OFiiJfl(1� 1S July 30,2004 7777 Greenbadr Lane —0 Suite 109 M WE Citrus Heights. CA, 95610 INI MiTek' LOAD CASE(S) Standard Trapezoidal Loads (pIQ Vert: 3=-97-te-4=-123, 5--123-to-G=-97 2 ----------- 7777 OrcenYars Luse W © AA1tMNrl • Va(jjl realgn Paramdera and 1V tD Mn, ON TYIS AND INCLU1lJ I[TtIC RI�'E1lLNCl rA@i !!/d-7473 Jffng component. onenU311 Suite t e Desien vain for vse only with MtTok connecters. This resign Is based only upon parameters shown. end Is for an Individual building eemisonent. Cllrus Heights, CA, e5e10 Applicability of design poram*nters and proper Incorporation of component is responsibI ty d building resign*( • not truss resigner. {racing shown is let lateral su'e*rt of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the r*sp*nsiblity of the boldine designer. Far /*neral evidence regarding dPlate -u and salt l�nrmg a*mponem iiTek fabrication. quIvtrerection and biIllfllauglnyCrt*rle,psi Safety InformationaaM•bl* im Trussl lDrive• :nw' Job Truss Truss Type Oty Ply KENNER GARAGE Plata Offsets X Y : [2:0-1-5.0-0-21, [9:0-1-5.0-0-21 LOADING (psf) SPACING 2-0-0 CSI R1305323 GARD0729 A2 ROOFTRUSS 2 1 I Vert(LL) 0.09 12-14 >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Jeb Raf�nnca a banal Longfellow Lumbar Co., Chico, CA 95929-7434, Matt Dietz 0-0-0 19.4-12 .2-0-0 1 5-7-4 5-1045 9-8.15 14-3-1 18-0-0 "IN 24-0-0 7_' , 2.0-0 5-7.4 0-3-11 3-8-15 4-8-2 3-415 0-1-1 5.7.4 216"'- 1:48.! 0-1-1 5x8 M11204 4 0-3.11 3x4 M1120= 3x4 MIIZO= 3x4 MIIZU— 1.Dx4 Mlau ll as+Mnc�— 5-74 9r0-0 5-8.15 14-3-1 1841-0 18042 24-" 1 1 5-7-4 0-4-12 3-8-15 4.8-2 34-15 04.12 5-74 Plata Offsets X Y : [2:0-1-5.0-0-21, [9:0-1-5.0-0-21 LOADING (psf) SPACING 2-0-0 CSI DEFL In (lac) Udofl L/d PLATES GRIP M1120 2201195 TCLL 16.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.09 12-14 >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vart(TL) -0.17 12-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.06 9 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) W91ght:1171b LUMBER BRACING TOP CHORD 2 X 4 DF Ne.l&Btr G *TOP CHORD Sheathed or 4-2-15 oc purlins, except BOT CHORD 2 X 4 OF No.I&Btr G 2-0-0 ac purlins (4-3-8 max.): 3-7. WEDS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=1247/0-3-3,9=1246/0-3-8 Max Herz2=-54(IO2d case 3) Max Uplift2=-70(102d case 5), 9a-70(lead case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52,2-3=-2017/114, 3-4a-148/4, 3-16--1675/147,5-16=-1675/147, 5-17--2308/182,6-17=-2308/182, 6-18=-1646/145, 7-18--1646/145,7-8=-62/0,7-9=-1995/113,9-10-0/52 BBOT CHORD 2-15=-41/1700, 14-15=-5612308, 13-14--47/2309,12-13=-47/2302,11-12=-47/2309, 9-11=-11/1672 WEBS 3-15--46/592, 5-14=-271141, 6-14=-63/65, 6-12--12/139, 7-11=-48/624,5-15=-867/69, 6-11--903/72 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed far the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 ml from hurricane ocoanline, on an occupancy category 1, condition I enclosed building, of dimensions 36 ft by 24 ft with exposure B ASCE 7-93 per UDC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL Increase is 1.33, and the plate grip Increase is 1.33 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live lead nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries tie-in spans of 4-0-0 from front girder and 4-0-0 from back girder. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. T Tr 171Cfi LOAD CASE(S) Standard ,, i F �� a t 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 - ; 'ZST (+ 015,130105 Uniform Loads (plf) y^+ s. Vert: 1-3=-52, 3-4=-52, 3-16=-20, 7.18=-20, 7-8=42, 0=-52,P 14P1 � X14 " t*•�' C 114I'L ` .. Continued on page 2 July 30,2004 0 a WARMJll • Ver(/ d-tfn P -Ma tare and READ NOTES ON TILS AND ZNaAMIJ Ar=K REFERENCE PAGE A19 -74T3 lEPORE Gal. 7777 eenbads Lane __0 Sults 1 108 W WW Design valid far use only with MITek connectors. This rasion b based only upon parameters shown, and Is for an Individual building component. Citrus Heights, CA, 85910 1MI Applicability of design parementars and proper Incorporation of component is responsibility of building designer - not truss designer. tracing shown is for Iaterei support of individual web members only. AddlHenel temporary bracing to Insure stability during construction Is the respensibmity of the ereclet. Additional permanent bracing of the everell structure Is the responsibility of the lauldng designer. For general guidance rogerding �'���� fabrication. quality control, storage. delivery. areefien and bracing, consult ANSIM11 Quality Crtiede, RSI -61 and 1CSI1 building Component Safety Information available from Truss Flat* Institute, 593 D'Onoffle Drive. Madison. WI 53719. LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-156 1g=-156 Trapezoidal Loads (A Vert: 1G= -7g -to -17a-104, 17=-104-te-18=-78 _j t yr 4 . E J y it 3 i ..iY 1.. i 7777 10eenYadc Lent Q AApWNO • fr rn design /ammeters an! MAD NOTES ON T1iD! AND INCLUDED AaTER 1tend 6 lot a PAGE lua 7473 ng component. USI. SuiteCitrus f e Design void far use only with MiTek cannocNrs. This design B based only upon parameters shown, building and b lar an IndMdual building component. CfWs HNeMs, CA, e5G10 onent Is . not truss is lfi lateral Applicability of design individual and m proper only. Incorporation 9 temporary bracing f responsibility stability during cantructlm u the rospensibiAOy Of he garding erector. Additional permanent bracing at the overall structure b the responsibility of the building at Timer. For general guidance g Como M iTek' tebrication, quality control. stemlit, delivery, erection and bracing, consult ANSI/TPII Quality CrHerla, eS1•/1 and ICSII euNding Component Safety Information Ivaile►lo from Tens Plate Instituto. 593 D'Onofdo Drive. Mea isen, WI 53719. 1- - - 17.6-3 24.0-0 26-0-0 .2-0.0 6-2.13 5-9-3 i-2-13 2.0-0 2.0-0 6-2-13 5-1-3Stale = 1:52.4 5x6 M1120= 3x4 MIIZO=•••••-- 6-1-14 15-10-2 24-01 s_e_e _ Ill LOADING (psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES DCDL 7.0 Code UBC97/ANSI95 LUMBER TOR CHORD 2 X 4 DF No.18sBtr G BOT CHORD 2 X 4 DF No.i&Btr G WEDS 2X4DFStaIG REACTIONS (Ib/size) 2=994/0-3-11.6m$94/0-3-9 Max Horz2=-76(load case 3) Max Uplift2=-24(lead case 5), S= 24(19241 Casa 5) CSI TC 0.27 BC 0.48 WB 0,16 (Simplified) DEFL in (loc) I/deft Lid Vort(LL) -0.10 fil >999 240 Vort(TL) -0.18 8-10 >999 180 Harz(TL) 0.03 6 n/a n/a "TES GRIP M1120 220/195 Weight: 109110 ■RACING TOE CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-3=-1101/0, 3-4=.952/58, 4-5--952/59, 5-6=-1101/0, 6-7=0/26 BOT CHORD 2-10-0/942,9-10=0/644,9-9=0/644,6-9-0/942 WEBS 3-10--252/21, 4-10--42/393, 4-8= 42/393, 5-8=-252/21 NOTES 1) Unbalances) roof live loads have been considered for this design. mph winds at 25 it above ground level, using 10.0 psf to' chord 2) This truss has been designed for the wind loads generated by 75 dead load and 7.0 psf bottom choral dead load, 100 mi from hurricane oceanlino, on an occupancy category I, condition I enclosed building, of dimensions 36 ft by 24 ft with exposure 5 ASCE 7-93 per USC97/ANSI95 If and vorticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL Increase is 1.33, and the plate grip increase is 1.33 3) This truss has boon designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard BUT TE: CICOUNTY t. I� C 1718 EXP. 06INl10r �qy€f3r"rALzF���. July 30,2004 7777 Greeneask Lane mon-111111 IIAIWINO • Ver(N design p• -ten and READ NOTES ON T gn ANI tNCWDte MMCK ALPS ZNCi lAM IQF7473 SZr0XZ UM Suite 10o Desitin valid for use enty with MTek connectors. This design b based only upon parameters shown, and b for an Individual building component. Clkus Heights, CA, 95610 Appicaoiliry d design paremontws and proper Incorporation of component is responsibility of building designer. net truss designer. {racing shown is for Worst support d Individual web members only. Additional temMary bracing to insure stability during construction b the responsibility d the {Tek' erector. Additional permanent bracing of fin evoroh structure is the responsibility of the bullring designer. For general guidance regarding Safety Inform 1 yin available gam Trusslivery Plot* erection onal D•OnaMi DHr.Madison. NS1W1153O7U. y CrHeda, e3!•!1 and lCSI1 guiding Component x,"i ',1t v1, .I t"• .}. a. ...#j.':r r':C. >.:Ix ,t, .t,, } fvy ' , e 14 114 , 1 1 � - 1 i 'S:_... ,. / / ' %:.,. `'•:.. r. :.:a - 'a'i4�, c:I .. Y, S i':.Y'V$" r BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES GENERAL NOTES NOTAS GENERALES HAND ERECTION—LEVANTAMIENTOAMANO GRACING FOR THREE PLANES OF ROOF p EL ARRIOSTRE PARA TRUSSES DE CUERDAS EARALELAS 3x2 Y 4x2 Trusses 20' or - ;%`p; Trusses 30' or %` Trusses are not marked in any way to identify Los trusses no estin marcAm Ie ningun modo que _, Q ' EL ARRIOSTRE EN TRES PLANOS DE TECHO Q Refer to ICSI-57-i7 Maximum lateral brace spacing t the frequency or location of temporary bracing. identifique la frecuenda o localization de los arriostres Q less, support ' ' less, support at t i - - Follow the recommendations for handling, quarter Dints. } e ma Sheet 10' for 3x2 chords L g (bracing) temporales. Use las recomendaciones Ie manejo, at peak, q P This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Tempora and 15' D.C.ocfor 4x2 chords Diagonal braces r installing and temporary bracing of trusses. instalacion y arriostre temporal de IDs trusses^ yea el folleto Levante Levant e de e . Permanent Bracing of �5 eve 15 truss , _x Refer to iCST 1-03 Guide to Good practice for SCSI 1-0+ ,F d Buena ►rictin Dara el Manejo.Inshlacion del pito los los cuartos Este mEtodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 10 every Handling. Insr�Ilina i tracing of Metal Plate y irriostrc de los Trus de Maden connecrados mn de tramo los for parallel Chord spaces (30' max.) trusses de 20 Trusses for more a s Connected Wmd Trusses for more detailed piafla asde ei3lDara para mayor information. pies o menos. trusses de 30 30, 1) TOP CHORD — CUERDA SUPERIOR information.i ` �r)rt*r 't3 information. Los dibujos the diseno de IDs trusses pueden especificar Trusses up to 20' pies o menos. Trusses up hasty 20' Trusses hasta 30' Up to 30' Truss Design Drawings may specify locations of las bcalinciones de lot arriostres permaneMes en Coss Tr usses air r a permanent bracing on individual compression miembroe Indivigivales en compresion. Vea la hoja resumen i pies miximo 45' to 60' members. Refer to the BCSI-93 Summary Sheet - Web Member permanent Bradaal rb BCSI-13 oara los -rrio5tres permanentes y reNerzos de los seecundades_(webs) para mayor information, EI HOISTING — LEVANTAMIENTO 60' to t0'* Re infor m nt for more information. All other miembros rcsto de arriostres rmanentes son la responsabilidad lel pe F'7f Hold each truss in position with the erection equipment until temporary bracing is installed and with the support. over two trusses. permanent bracing design is the responsibility Disefiador del Edifido. L� truss is fastened to the bearing points. of the Building Designer. — Sostenga calla truss en position con la grua hasta que el arriostre temporal estE instalado y el QThe consequences of improper handling, installing w`t truss asegurado en los soportes. c k and bracing may be a collapse of the structure, or 4 worse, serious personal Injury or death. \ Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Es aciamiente del Arriostre Temporal de la Cuenda Superior Up to 30' 10' D.C. max. Hasta 30 pies 10 pies miximo 30' to 45' i' D.C. max. 30 a 45 pies i pies miximo 45' to 60' V o.c. max. 45 a 60 pies G pies miximo 60' to t0'* 4' o.c. max. 60 a 80 pies* 4 pies miximo r sa * EI resultado de un manejo, instalacion y arriostre i . + Do not IIB trusses over 30' by the peak. =Consult a professional Engineer for trusses longer than GO'. f Jf Tolerances for Out -of -plane. — Telerancias para Fuera de -Plano. S inadecuados, puede ser la caida de la estructura o f � fAa. No levante del pito los trusses de miss de 30 pies. :Con a un ingeniero para trusses de mas de 60 les. LJ Max. sow Max. a•w . Max. Truss P Length —► Dow Length r aun peor, muertos o heridos. �j f— Length � �i.7 {' � " TBP' Greater than 30' �- ----- — '� ---� - -- _ 3/4" 12 5 �• � ,~ �; y- Mis de 30 pies----Uw See iCSI-t2 for TCTLi options. Q Max. grew ungm 7/i" 14.G ' t HOISTING RECOMMENDATIONS BY TRUSS SPAN Vea el SCSI -92 para las opciones ra R1rJf Tolerances for D/50 D (ft.) 1" iG'7 w t.' Sanding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO de TCTLB. iJ Out Plumb. 1/4" 1' 1 18.91 4 Q gloves when handling and safety glasses when 4 POR LONGITUD DEL TRUSS Tolerancias para ° I 1/2" 2' 1-1/4" 20.i' r' f cutting banding. f Fuera-de-plomada. 1-3/8" 22.fd' ' `� �cl 60' or loss o bob 314" 4' 1-1/2" 25.0' ) c " Empaques y placas de metal tienen border © Refer to {CSI_BG29.2' *- afilados. Use guantes y lentes protectores cuando ,mmary Sheet 1-1/4" 5' r 1-3/4" Corte los empaques. Gable End Frame �s ° 2" >_33.3' yy ti s, Bracing ` '/- 0/50 max . 1-1/2" G' a - �. Repeat diagonal braces.�:j 1 1-3/4 1 " h k k tet' HANDLING - MANE70 ApproX.i/2� Vea el resumen r RepitaIDS arriostres SCSI - Arriostre truss length del r rminal diagonales. r Tagil TRUSSES UP TO 30' _ CONSTRUCTION LOADING — CARGA DE CONSTRUCCION d nom— v" a Allow no more No permits mas Qi Use special care in Utilice cuidado TRUSSES HASTA 30' acuas• Set first five trusses with spacer pieces, then add diagonals. Repeat Q Do not proceed with construction until all bracing is securely Maximum Stack Height R P ...:, 9�.t P properly P >;it - andin lace. for Materials on Trusses L!--1 than 3" of defier de 3 puyadas de `" " y ` �•"'�' "�" _ -" tion for every 10, pandeo por cads 10 near power lines ventosos o cotta de and airports. cables electricos o de Vea el resumen r `' Arriostre es proc loc con a construction hasty que tactor los arriostres erten colocados en forma apropiada y segura. MateGypsum Height Gypsum s•ard 12" iCSI-17 - temnoral v ` of span. pies de tramo. preader bar permanente de The end diagonal d brace for ' Asp alt •r ass 1a" tr tilos cantilevered"41 oe-in Toe-in _ �-s paralelas para mayor trusses must be placed Lateral braces Donot exceed maximum stack heights. Refer to SCSI -B4 mt -Constructin Loading for more information. AsPhdt Shin{I•s z WMI•a�aeropuertos. concrete slack information, on vertical webs in line 2x4x12' length lapped e" - with the support. over two trusses. ., rte....• �Ir ,, enri�rlac. Vea el resumen Clay Til• 3-4 files high INSTALLING — INSTALACION �a r sa * EI resultado de un manejo, instalacion y arriostre i . + Do not IIB trusses over 30' by the peak. =Consult a professional Engineer for trusses longer than GO'. f Jf Tolerances for Out -of -plane. — Telerancias para Fuera de -Plano. S inadecuados, puede ser la caida de la estructura o f � fAa. No levante del pito los trusses de miss de 30 pies. :Con a un ingeniero para trusses de mas de 60 les. LJ Max. sow Max. a•w . Max. Truss P Length —► Dow Length r aun peor, muertos o heridos. �j f— Length � �i.7 {' � " TBP' Greater than 30' �- ----- — '� ---� - -- _ 3/4" 12 5 �• � ,~ �; y- Mis de 30 pies----Uw See iCSI-t2 for TCTLi options. Q Max. grew ungm 7/i" 14.G ' t HOISTING RECOMMENDATIONS BY TRUSS SPAN Vea el SCSI -92 para las opciones ra R1rJf Tolerances for D/50 D (ft.) 1" iG'7 w t.' Sanding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO de TCTLB. iJ Out Plumb. 1/4" 1' 1 18.91 4 Q gloves when handling and safety glasses when 4 POR LONGITUD DEL TRUSS Tolerancias para ° I 1/2" 2' 1-1/4" 20.i' r' f cutting banding. f Fuera-de-plomada. 1-3/8" 22.fd' ' `� �cl 60' or loss o bob 314" 4' 1-1/2" 25.0' ) c " Empaques y placas de metal tienen border © Refer to {CSI_BG29.2' *- afilados. Use guantes y lentes protectores cuando ,mmary Sheet 1-1/4" 5' r 1-3/4" Corte los empaques. Gable End Frame �s ° 2" >_33.3' yy ti s, Bracing ` '/- 0/50 max . 1-1/2" G' a - �. Repeat diagonal braces.�:j 1 1-3/4 1 " h k k tet' HANDLING - MANE70 ApproX.i/2� Vea el resumen r RepitaIDS arriostres SCSI - Arriostre truss length del r rminal diagonales. r Tagil TRUSSES UP TO 30' _ CONSTRUCTION LOADING — CARGA DE CONSTRUCCION d nom— v" a Allow no more No permits mas Qi Use special care in Utilice cuidado TRUSSES HASTA 30' acuas• Set first five trusses with spacer pieces, then add diagonals. Repeat Q Do not proceed with construction until all bracing is securely Maximum Stack Height R P ...:, 9�.t P properly P >;it - andin lace. for Materials on Trusses L!--1 than 3" of defier de 3 puyadas de `" " y ` �•"'�' "�" _ -" tion for every 10, pandeo por cads 10 near power lines ventosos o cotta de and airports. cables electricos o de — process un y, uupS u, wu, a uNcS .., ,.,, .,, •, �»" - " "-.. Instale los cinco primeros trusses con espaciadores, luego los arriostres es proc loc con a construction hasty que tactor los arriostres erten colocados en forma apropiada y segura. MateGypsum Height Gypsum s•ard 12" _ ` of span. pies de tramo. preader bar dia onales. Repita este rocedimlento en rupos de cuatro trusses g p P ghasta Asp alt •r ass 1a" oe-in Toe-in _ �-s que todos los trusses estin instalados. Donot exceed maximum stack heights. Refer to SCSI -B4 mt -Constructin Loading for more information. AsPhdt Shin{I•s z WMI•a�aeropuertos. concrete slack - ., rte....• �Ir ,, enri�rlac. Vea el resumen Clay Til• 3-4 files high 3 I 2) BOTTOM CHORD — CUERDA INFERIOR ` " ` " `" '" "" "- -` Spreader bar for Spreader bar 1/2 to _� SCSI i4 CargAde Construction para mayor information. v ;, 2/3 truss length #aa' truss bundles Tagline TRUSSES UP TO e0' Lateral braces 1 _ TRUSSES HASTA GO' 2x4x12' length lapped Mmez. �QQ�� O O Attach over two trusses. r - I I ta, Locate Spreader bar 10' D.C. Do not overload small groups or single trusses. 1'7f Check banding Revise los empaques above or etii� ask Max. r prior to moving antes de mover los mid-h•i•ht No sobrecargue pequenos grupos o trusses individuales. F wf' bundles. paquetes de trusses. pick up vertical Levante de la cuerda r7f place loads over as many trusses as possible. ` QQ Avoid lateral bending. — Evite la flexion lateral. LJ Coloque las cargas sobre tantos trusses tomo se posible. bundles at the supercar los grupos ` top chord. verticalee de trusses. I) Imo— Spruder bar 2 3 b _i Diagonal brace position loads over load bearing walls. a, '` a< y 3/4 truss length z every 10 truss s }v>t Tailino F< Coloquellas cargas sobre las paredes soportantes. TRUSSES UP TO AND OVER i0' _,� " spaces (20' max.) r TRUSSES HASTA Y SOBRE co' ALTERATIONS — ALTERACIONES 10'-15' max. Some chord and web members not shown for clarity. Q, Refer to BCCI B5 Summary Sheet - Truss Damags, ]obsite Modifi atinnc anti Installation Errors. r ` ' Vea el resumen iCSI-15 Da"nos de trusses Modificadone5 en la QfLy Frrnres de Instaladon. L, BRACING — ARRIOSTRE ®I < WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS �. Do not cut, alter, or drill any structural member of a truss unless 3 Do not store No almacene tion and Temgorary Bracing for more information. Refer to 6CS1-{2 Summary Sheet - Truss Installa- r specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning m unbraced bundles verticalmente los tin miembro estructural de los 3 - - * ighttrusses sueltos. es Vea el rumen {CSI -B7 - Instalacion de Trusses Q trusses, a menos quo este especificamente permitido en upright. el dibujo y * M. y Arriosre Temporal para mayor infonnacion. del dise5o del truss. _^ Web members k'T a q: Q ssTrusses that have been overloaded during construction or altered without MORE THAN ONE WEEK Do not walk on unbraced trusses. WEEK OR LESS prior approval may render the Truss Manufa urers limited warranty nty nUII an void. , No Gamine en trusses sueltos.' r 717W.1511io � %, Trusses que se hon sobrecargado durante la gonstruccion o hon lido alterados sin ung autorizaci,in I +) Top Chord Temporary Lateral ` ,... `r �F previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. q Bracing <'i,' Locate ground braces for first truss directly. Q in line with all rows of top chord temporary ; NeTE: The Truss Man,dattirrcr and Truss Designer must rely on Ino fact that the Contactor and rnne operator (If applicable) are ,aRIY<31t,.<L.: r NNe te uMWke tihe work they have agreed M M on a particular project. The Contractor should seek airy required assistance regarding lateral bracing. wnstmction practices ham a somPetent parry. The methods apo procedures outlined are Intended M ensure Out the wenn ••nstruclien c, ti trundles stored on the ground for one -,- - iF� t, / techniques emlo" will Put near and reef trusses into place SAFELY. These reeammendations for handling, and Conti weed .: Coloque los art ostres de tiers para el Q week or more should be raised by blocking g ng primer truss directamen[e en linea con Dvago 10 truss s trusses a e basil upon the alio Uve experience of Marling technical personnel in Me wood truss Indo ,but must due M tiK nature of vn y at a to 10' re center. eery responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or E ection/Installation Contractor. It In not Cada ung de las filar de arriostres laterales 2x4 miin. t . Do not store on No almacene en intended Yv[ these ecommendat ons k Interpreted as superior to any design spec nation (provided! by either on Arch tett, Eng lneey t x; Los paquete5 almacenados en la t ors por tem rales de la cuerda superior. spaces (20' max.) We Building Designer, the E etion/InshllaWn Contactor or otherwise) Mr haMlino, Installing walls apo bndng wood trusses and II does � ' ,''' ung Semana •miss deben ser elevados 0 uneven ground. tierra desigual. Po 10'-15' max. y° not preclude are use of other equivalent methods for bracing apo pr•Ming staMlny for the walls apo columns as may k determined la y t We truss Ercclion/Inshlla[ion Contractor. Thus, Me Weed Truss Coundl of America and the Truss Plate Institute expressly disclaim any ' con bloques a sada i o 30 pies. Moe first truss well same spacing mpersallity Mr damages arising from tine use, application, or reliance on the rewrtbneMations apo irate matlon eonteined herein. m , before erection of as bottom chord� ` f additional trusses. lateral bracing Some chord and web members not shown for clarity. QFed long term storage, cover bundles to pre -y WIUI' re. vent moisture gain but allow for ventilation."" v Y7 } Para almacen-amiento Por mayor tiempo, _ _ — – DIAGONAL BRACING IS VERY IMPORTANT WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE Parra los paquet ie para prmayo aumento One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onefrie Drive •Madison, WI 5371! de humedad pero permita ventilad6n. r, . .+�'� BEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEll co{/2744{47•www.w..dtn55.um cat/833-59oo•www.tpinst.erg _ ,. Ls� w c .:. r,_ e ,..,:.�. ,. .,::.. ,„�, :, s„ s :;�; ar ��•.. :: . w ' ,^.* +:-. K .�t;C"h ,h ?�;' , s.'�:{r ■1wA Nllxl7e1 .. ,.. _ .. ,. , ,.. s , , • a.. ....... < t . +1 „v.;. c. .; , ,. ... ,r ,'1tT. .. Y^�2' `:�+y : 1i' .�: !.;,.. ,.., ..,: .,. , _..., rh ...,< ..; -,. :fit ,... , .:.. - .. ..-aJ [z' ,n, , ... .•'''� _.. :.. .,, r. ...: �.. .1-. . ? ,. :« .ra:w.,, ,� ,i.. ,, ,. ?t.,,..k,,,. »< d!�''., !�. ,. . 'a x.1^',4 ,,.: ,. �..,,�, •^ .. 'a. r S - , . B . - � ;w '?�,,. ,wpb t'.,;,<, �-.�' ,. ,,, <.;}'' � .� •. ..S . S . t • t • • ``+��� ��a'<��...e. • � -.. t;: ' +r �yr�,.: • , ' i . -� B . �: . . . '.. . . . . • ..• � - t.a,-r v r, .. ,�:...'. pta4',i: 3,'�, `�^v; : GREGORY A• PEITZ ARCHITECT 383 RIO UNDO AVE. CHICO CA 95926 (530) 894-5719 PROJECT:C,�—,/� c —� •�T� .� I have reviewed the truss submittal for the above project and all loading design criteria have been met. breg A. Peitz Architect PPR m o Nub WILLDAN � r i Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 533-7541 (530) 533-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. p �7 Owner: P�t\,l � s `� ' K)e A' Phone: Mailing Address c-12 7� (��z-� d e k--) Oft '_ 1—T_-%,/r_,'j �l3 Site Address: 's C- Assessor's Parcel Number: e-4 7 3 O Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL LNFORNIATION: 1. Is there a primary dwelling on the property? Yes ® No ❑ 2. Is the strumae already built, under construction, or under notice of code violation? Yes ❑ No .® 3. Will items produced in this building be offered for sale? Yes ❑ Yes ❑ NoJ No 4. 5. Will the public have access to this building? Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ Yes ❑ No No �] 7. Is any portion of the structure located closer that 20' to your front property line? Yes ❑ No �] S. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any recorded casement? CONSTRUCTION 10. FEATURES: Will this building have insulated floor, walls, or ceiling? Yes ( No ❑ 11. Will this building be heated or cooled? Yes ® Yes ❑ No ❑ No 8 12. Will this building have a water closet/toilet? Yes ❑ No j 13. Will this building have a sink? Yes ❑ No,E) lit. Will this building have a water heater? 15. What type of floor covering %nnill the building have? (0 0 G� 16. What type of ivall covering will the building have? OVER .r 1 of 2 PROPOSED USE: (check only one box) 1. �Residential Storage Shed — I will be storing (4CUse in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. 9Private Garne — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept" A earage door is reauired. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, gauge, or carport If you checked fW, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family RoomZ ❑ Sun Room�� `S D ❑ Private Office R1 Workshop' [3 Home Occupancy [] Other—Use = 1. Drxnle". orWo&hep 4iart be a"isved by the Daae C«+ry tlarniu Divisiatt. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before theexplanation. f3 l(J/ 1.54 �orbl t !� Additional Information: Plan review will not be started until this form is completed and received. A Plans Ezaminer will contact the owner with specific requirements per the use indicated. I hearty affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. ,I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sales O%vmer's Name: Please Priv t S Owner's Signature: Date: 9 2 of 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... KEENER GARAGE Date..08/06/04 11:50:44 Project Address ........ ******* --------------------- CHICO, CA *v6.01* I I Documentation Author... Gregory A. Peitz ******* I Building Permit #k I Gregory A. Peitz Architect I 1 383 Rio Lindo Ave. I Plan Check / Date I Chico, CA 95926 530-894-5719 I Field Check/ Date 1 Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 1 MICROPAS6 v6.01 -File-KEENGAR Wth-CTZllS92 Program -FORM CF -1R 1 User#(-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 288 sf Building Type .............. Single Family Detached BUTTE" � Construction Type ......... New .4 BUILDING, IIVISIOr4 Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 APPROVED Number of Stories.......... 1 Floor Construction Type.... Slab On Grade � �.. �,�, \mP r� Glazing Percentage......... 23.6 . of floor are Average Glazing U -factor... 0.4 Btu/hr-sf-F Average Glazing SHGC....... 0.41 Average Ceiling Height..... 9 ft OCT Z 0 2004 BUILDING -SHELL -INSULATION WILL'u AN ---------- Component Frame Cavity Sheathing Total Assembly L Type Type R -value R -value R -value U -factor Location/Comments ------------------------------------------------- ------------------------ Wall Wood R-13 R-0 R-13 0.088 FRONT, LEFT, BACK GARAGE Roof n/a R-38 R-n/a R-38 0.025 Attic S1abEdge None R-0 R-0 F2=0.760 TO OUTSIDE S1abEdge None R-0 R-0 F2=0.510 TO GARAGE Door None R-0 R-0 R-0 0.330 GARAGE . FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins ----- -------------------- Door Front (S) ----- 20.0 ------ 0.550 ------ 0.650 --------------- Standard -------------- Standard None Window Front (S) 24.0 0.340 0.310 Standard Standard None Window Back (N) 24.0 0.340 0.310 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R --------------------------------------------- Project Title.......... KEENER GARAGE Date..08/06/04 11:50:44 ------------------------------------------- MICROPAS6 v6.01 File-KEENGAR Wth-CTZ11S92 Program -FORM CF -1R I User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ----------------------------------------------------------------- SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 288 HVAC SYSTEMS REMARKS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type ------------ ------- -----s----- ------- ------- ------ - -� HPPackage 6.60 HSPF n/a None R-n/a n/a n/a Setback HPPackage 9.70 SEER No None R-n/a n/a n/a Setback REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ---------------------------------------------- ------------- Project Title.......... KEENER GARAGE Date..08/06/04 11:50:44 I MICROPAS6 v6.01 File-KEENGAR Wth-CTZ11S92 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... GREGORY A. PEITZ Company. GREGORY PEITZ ARCHITECT Address. 383 RIO LINDO AVE CHICO, CA 95926 Phone..., (530) 894-5719 License. C21 Signed.. Q (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Gregory A. Peitz Company. Gregory A. Peitz Architect Address. 383 Rio Lindo Ave. Chico, CA 95926 Phone... 530-894-57 Signed.. ( ate) s MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... KEENER GARAGE Date..08/06/04 11:50:44 Project Address........ ******* --------------------- CHICO, CA *v6.01* I I Documentation Author... Gregory A. Peitz ******* I Building Permit # I Gregory A. Peitz Architect I 383 Rio Lindo Ave. ( Plan Check / Date Chico, CA 95926 I 530-894-5719 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ` MICROPAS6 v6.01 File-KEENGAR Wth-CTZllS92 Program -FORM MF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case I ------------------------------------------------------------ Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). — *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. —� 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIALPage 2 MF -1R --------------------------------- Date..08/06/04 11:50:44 Project Title.......... KEENER GARAGE MICROPAS6 v6.01 File-KEENGAR Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ---------I --------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ----------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and I faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems4. 150(j): Pipe and Tank insulation Factor 1. Storage gas water heaters rated with an Energy less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have t' or readily accessible, manually either automa is _ o operated dampers. anEquipment 114: Pool and Spa Heating Systems d Equip 1. System is certified with 78: thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIALPage 3 MF -1R --------------------------------- __-------- Project Title.......... KEENER GARAGE Date..08/06/04 11:50:44 MICROPAS6 v6.01 File-KEENGAR Wth-CTZ11S92 ProgrRunFBaseMCase I User*-MP2330 User -Gregory A. Peitz Archite resistance heating and no pilot lignL. 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. furnaces, pool heaters, spa heaters or 115: Gas-fired central household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES s Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures T are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... KEENER GARAGE Date..08/06/04 11:50:44 Project Address....... • ******* --------------------- CHICO, CA *v6.01* I I Documentation Author... Gregory A. Peitz ******* I Building Permit # I Gregory A. Peitz Architect I 1 383 Rio Lindo Ave. I Plan Check / Date Chico, CA 95926 I I 530-894-5719 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 1 MICROPAS6 v6.01 File-KEENGAR Wth-CTZllS92 Program -FORM C -2R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY = ---------------------------- = Energy Use Standard _. Proposed Compliance = (kBtu/sf-yr) Design Design Margin = _----------------------------------------------------- _ Space Heating.......... 27.79 20.02 7.77 = Space Cooling.......... 29.99 25.79 4.20 Total 57.78 45.81 11.97 = *** Water Heating not calculated GENERAL INFORMATION Conditioned Floor Area..... 288 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..... Slab On Grade 1 2592 cf 288 sf 23.6 : of floor area 0.4 Btu/hr-sf-F 0.41 9 ft i COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... KEENER GARAGE Date..08/06/04 11:50:44 MICROPAS6 v6.01 File-KEENGAR Wth-CTZllS92 Program -FORM C -2R I User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) ------------ Units itioned Type ----------------------- (ft) (sf) ----- -------- Credit --------- -------------- HOUSE Azm --- Tidt ---- Gains ----- Residence 288 2592 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ------------ --------------------- ----- ---------------------- HOUSE 6 S1abEdge 48 0.760 R-0 No TO OUTSIDE 7 SlabEdge 24 0.510 R-0 No TO GARAGE FENESTRATION SURFACES Area U- Insul Act Solar Form 3 Location/ .Surface -------------- (sf) ------ factor ----- R-val ----- Azm --- Tidt ---- Gains ----- Reference ------------ Comments ---------------- HOUSE 1 Door Front (S) 20.0 0.550 1 Wall 64 0.088 13 180 90 Yes W.13.2X4.16 FRONT 2 Wall 216 0.088 13 270 90 Yes W.13.2X4.16 LEFT 3 Wall 84 0.088 13 0 90 Yes W.13.2X4.16 BACK 4 Wall 216 0.088 13 180 90 No W.13.2X4.16 GARAGE 5 Roof 288 0.025 38 n/a 0 Yes None Attic 8 Door 18 0.330 0 180 90 No None GARAGE PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ------------ --------------------- ----- ---------------------- HOUSE 6 S1abEdge 48 0.760 R-0 No TO OUTSIDE 7 SlabEdge 24 0.510 R-0 No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) ----- factor ----- SHGC ----- Azm --- Tilt ---- Type/SHGC -------------- Type/SHGC -------------- ---------------------- HOUSE 1 Door Front (S) 20.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 2 Window Front (S) 24.0 0.340 0.310 180 90 Standard/0.76 Standard/0.68 3 Window Back (N) 24.0 0.340 0.310 0 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... KEENER GARAGE Date..08/06/04 11:50:44 MICROPAS6 v6.01 File-KEENGAR Wth-CTZllS92 Program -FORM C -2R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- SLAB SURFACES ------------- Area - Slab Type ---------------- (sf) ------ HOUSE Standard Slab 288 HVAC SYSTEMS ------------ Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency Airflow A Location ------------------------------- R -value ------- Leakage D .off HOUSE --------- -------- ---- HPPackage 6.60 HSPF n/a None R-n/a n/a n/a 1.000 HPPackage 9.70 SEER No None R-n/a n/a n/a 1.000 REMARKS CONSTRUCTION ASSEMBLY Page 1 3R ------------------------------------------ Project Title.......... KEENER GARAGE Date..08/06/04 11:50:44 -------------------------------------------- MICROPAS6 v6.01 File-KEENGAR Wth-CTZllS92 Program -FORM 3R I User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ----------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . W.13.2X4.16 Description .... Wall R-13 2x4 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value -- R -Value 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.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 fir 3.46 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 --------- Total Unadjusted R -Values 14.53 5.00 FRAMING ADJUSTMENT CALCULATION Cavity Framing ------------------- ------------------- U-Factor: (1 / 14.53 x 0.85) + (1 / 5.00 x 0.15) _ Total ---------------- 0.088 Btu/hr-sf-F Total R -Value: 1 / 0.088 = 11.30 hr-sf-F/Btu HVAC SIZING Page 1 HVAC Project Title.......... KEENER GARAGE Date..08/06/04 11:50_44 Project Address....... CHICO, CA *v6.01* I I Documentation Author... Gregory A. Peitz ******* I Building Permit # I Gregory A. Peitz Architect I 383 Rio Lindo Ave. I Plan Check / Date I Chico, CA 95926 i 530-894-5719 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-KEENGAR Wth-CTZllS92 Program -HVAC SIZING User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ---------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 288 sf Volume ..................... 2592 cf 4 Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ ORLAND Latitude ................... 39.8 degrees Winter Outside Design...... 28 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 36 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btuh) (Btuh) ------------------------------------------------------- Opaque Conduction and Solar...... Glazing Conduction ................ Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... 4751 1387 1147 656 n/a 913 1583 539 n/a 2100 0 0 7481 5595 n/a 1119 Minimum Total Load 7481 6714 Note: The loads shown are only one of the criteria affecting of HVAC equipment. Other relevant design factors such requirements, outside air, outdoor design temperatures, availability of equipment, oversizing safety margin, etc., considered. It is the HVAC designer's responsibility to factors when selecting the HVAC equipment. the selection as air flow coil sizing, must also be consider all �u-,D RECEIV'c" SEP 16 2004 . ... � _ ,.- ., .' t'f. �_ Page 31of 3 i? SEP 16 2004 u All _ 4 rry dll'�09 gra �y t i t t 3 E SEP 16 2004 u All _ 4 rry dll'�09 gra �y t F..','R��T. f � _. 1. ^.i:;t t 6 6 t r e i_ _ ... F r ., i '. '' { . � ,.. t� ? >. t 's' S . i t �� t f f . � r .R •, � . I! 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