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HomeMy WebLinkAbout042-160-075' ' ' - ----'- ---- - MIMI EL & MERIDITH CHRISTOPHER 2381 SAcramento Avenue, Chic6. 38 _>-87B, P, E,M (new ( single family) FIRE DAMAGE REPORT �C Con S 42-16-75on Scott Armstrong gas furnac- 042-160-075 05-1067 'CHRISTOPHER, MICHAEL, ['2139.W SACRA MENTO AVE, CHICO Cont: STEVE HUGHES � G;kS TEST' 042-160-07 05-1547 �CHRISTOPHER, MIKE 2381 W. SACRAMEN � � ~STEVE HUGHES. ^ ^� 0 ^ 75 Ll n 0 NOTES RESIDENTIAL iv/ PERMIT NO. — 042-160-075-T— 65-1547 CHRISTOPHER, MIKE 2381 W. SACRAMENTO, CHICO r Cont: STEVE HUGHES _Uf''G�ARAGE 1 �r t SPECIAL CONDITIONS CHECKED { BY SRA FLOOD CERTIFICATE REQ. ! FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY s USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER III r l 1, i; , JOB FINALED (Date) q—c Signature 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 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 the Business and Prof ssions Code, and my license is in full force and - effect. (nr/ License Class:- U rise Number: Date'.'�o��ontractor. OWNER -BUILDER DECLARATION I 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 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'stateinent that he or she is licensed'ptirsuanI to the. provisions of the Contractor's State License Law (Chapter'd commencing with Section 701)0) of Division 3.,oi the Business and Professions Code) or that he. or she is exempt therefrom"and the basis for the.alleged exemption, Any violation of Section 703.1.5 by any applicanf Yor a periiiit .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 w ,,,.„intended,4r,,gffgced, for sate„(Sec;_ 7044,,Business„ar)d.Professj,pns; Code: The Co itractors-State-License Law does not apply to an owner of.property who -builds or improves thereon, and who does „such. work .himself.o.r.herself. or through his or her own employees, ...provided that.such irpprovements are not -intended or offered for sale. If however; the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑.,. J_ as. owner. .. of... the,, property,,.. a m .. exclusi.vely.. contracting:, with.. licensed contractors to coristfuct'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 forsuch projects with:a contractor(s) licensed pursuant to the Contractors' State License Law.).. - ❑ 1"arn Exempt,under Article 3. -of the Business.and Professions Code. Date: Owner: 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. O I have and will maintain..workers' compensation insurance, as required by Section 37.00• the Labor Code, for the performance of the work for which this.perrnit1s issued. My workers' compensation insurance carrier and' policy number are:,.' Carrier: - Policy #: iIcertify that lin the performance of t66- ork' for which this permit•is ssued:••.I!shall: not .emplo'y,-any person -in any'manner so as to become subjectto. the workers' •compensation laws•.of• California, and., agree, that;.if f should -,become subject- to.'the workers' compensatiowprovisigns of Se tion 3700 of, the Labor,Code. I shall forthwith o ply wi . those visions. Date: Applicant',° <, WARNING 'ailure•`io secure workers'compensation coverage is unlawful,`6nd shall subject 'an employer to criminat'pe}halties and one hundred "ttiousand `dollars ,($100,000), in' addition to, the cost of compensation: damages as provided for in Sectibn_3706 of the Labor code, interest,.and,attomey's.fees.,.-- CONSTRUCTION LENDING'AGENCY . I hereby afirrii that there is a'construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: PERMIT NO. BPO51547 Issued Date: 06/17/2005 APN: 042-160-075-000 Site Address: 2139 W SACRAMENTO AVE CHI Map Index: Description: DETACHED GARAGE (576) Owner: CHRISTOPHER J MICHAEL& MERIDETH.J, JT C/O VANO.US:'.FRANK 2381 WEST SACRAMENTO AVE - CHICO, CA 95926 Applicant: HUGHES, STEVE 40 FELICIDAD LANE CHICO, CA 95973 530-518-3092 Contractor:' HUGHES, STEVE 40 FELICIDAD LANE CHICO, CA. 95973 530-518-31092 License #: 395404 Architect: Engineer: HUBLEY, MICHAEL D. Total Square Ft: Valuation: Census Code: 576 S.F. $13,824.00 This permit is hereby iss d under the applicable provisions of the Butte County Coda ?nd/or Resolutions t o dicated _ love for which fees have been paid. l By Dater PERMIT EXPIRES d O I hereby cehify.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.hozardous:materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the schedul c r onf his project. O ' Attached'are copies of the'�equired 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 a onze nt o e owner. I agree to comply with all county, and state laws relating to building construction...) acknowledge it is unlawful to alter the substance o al to docu to County. I hereby authoriie•:representatives of Butte County to enter upon the above mentioned property for inspection purpo Print Name: Signature: Date:. ����1 ❑ Owner Contractor • ❑ Agent for Owner ❑ Agent for Contractor L J=OK 0 = Not OK Not . = Not Reaoable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements -2. Sols; 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;-/ /" L'ft. / P Nat. or/ /" L "ftJ 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-Connectoe 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 MISCELLANEOUS Date DECKOVERS, CARPORp3; GA€i7XGES jPjans) OK except #'s oning Requirements -Se ements Ci 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel n 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. C rts; Windows -Doors .E g Sills-Anchors-Studs-Rftrs-Trusses ing; Nailing -Veneer -Stucco -Mesh lQe'Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date �j yL -OV Card B-1 Date Cana B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Voles-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I = OK = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg_, Garage; Soils-Steel-Elec. Gmd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall-Frtting-Test-2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts-, Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 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 HL & 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 -Softs 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 (FF.I.)-Romex Protection R. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld"ve 0 Yes 0 No/Walks O Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-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: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htn; 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materia`.s & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43, Bearing Walls over Girders & Floor Nailing - 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill HL & 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 -Softs 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 (FF.I.)-Romex Protection R. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld"ve 0 Yes 0 No/Walks O Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-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.buttecounty.net\dds 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 the Business and Prof ssions Code, and my license is in full force and effect. License jj Class : Li nse Number: Date"1�ontractor. •- OWNER43UILDER DECLARATION I 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 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 tfiat he or she is licensed'pursuant to the, provisions of 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 she is exempt therefrom"and the basis for the.alleged exemption. Any violation of Section, 7031.5 by any applicant fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).):. .r. O 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. jo ;sale (Sec., 7044,.,B9siness„and Professions Code: The Contractors' State License Law does not apply to an 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 irpprovements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). u❑...,,-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.). O 1 am Exempt under Article 3 of the Business and Professions Code Date: •'k• ` Owner: - 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 workers' compensation insurance, as required by Section 3700 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: Policy #: certify -that in the performance of the•work for which, this permit is issued, k 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 Se tion 3700 of the Labor Code, 1 shall forthwith go ply wi those visions. Date: (/Q Applicant:, �. WARNING: allure '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. s CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: PERMIT NO. BPO51547 Issued Date: 06/17/2005 APN: 042-160-075-000 Site Address: 2139 W SACRAMENTO AVE CHI Map Index: Description: DETACHED GARAGE (576) Owner: CHRISTOPHER J MICHAEL & MERIDETH.J••• JT C/O VANO.US-FRANK 2381 WEST SACRAMENTO AVE CHICO, CA 95926 - Applicant:^HUGHES, STEVE 40 FELICIDAD LANE CHICO, CA 95973 530-518-3092 Contractor:' HUGHES, STEVE 40 FELICIDAD LANE CHICO, CA 95973 530-518-3092 License #: 395404 Architect: Engineer: HUBLEY, MICHAEL D. Total Square Ft: Valuation: Census Code: 576 S. F. $13,824.00 0�) C�) �a��_�� This permit is hereby issybd under the applicable provisions of the Butte County CodR aneVOr Resolutions t o f(dicateda ove for which fees have been paid. / BY: I \ j� Date: PERMIT EXPIRES ON., l o 1 ' v ❑ 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 applicAtheschedulc r t of this project. ❑ Attachedarecopies 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 thonze nt o e owner. I agree to comply with all countytand state laws relating to building construction. I acknowledge it is unlawful to alter the subo docu to County. I hereby authorize representativesof Butte Cou�nttyy to�eennter upon the above mentioned property for inspection Print Name: �! L \L�-r Z/~ J - Signature: Dater ❑ Owner. Contractor ❑ Agent for Owner ❑ Agent for Contractor L BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY* OWNER Last N First ftu , : az 15, VQ City SteeAlc— Zip Phone _ Fax E-mail CONTRACTOR Name G>.�Iva L Address�� City ccs SteeAlc— Zipqi�ql3 Phone —301-L, Fax 2��2 E-mail Li Class Name Address City Phone E-mail Name Address City Phone E-mail ARCHITECT/ENGINEER PERMIT NO. ASLO BIN # LOCATION AP# D r-- �- Vwsso V - Cross Strut WO KER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. N LENDING AGENCY Name N Address Description or Scope of Work: State Zip �� Sq. Footage Fax 05 ❑ Structure Built withoLA Permits . State License Number/ NO Proposed Change of Occupancy `GO (Note previous use): APPLICANT NAI' EXPIRATION OF APPLICATION 004hG�Oti y Applications for which a permit has not been issued will expire one xl ds e, year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be S required. REQUEST FOR REFUNDS APPLICANT SIGNATURE X For office use only: Zoning I Flood ZoneX I 'ISRAI Yes N Occ. Tye Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS IL KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 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: �.v - Receipt #: � YMI Date: 100-14-©b Amount: C- �`� Bldg SRA Sherif SMIP /Q Other 0) 1 ! ' 016/ Total REV 2-24-05 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 faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan 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. Encroach ment'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). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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 Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work ,has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 .. ,�N . .. . 4 ,r _ f.. •. v •.4 "' " .w�t�.- � FrYg7�+''�svw•-•.+.-'"-n--^i*.++. �.r r-�+•.r..•..-..... •-. .... ... 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: Mlkt `- ASSESSOR PARCEL NUMBER Oy -- 16 0 -07 Yc Proposed Building Use: w Q(1 jr of ((� Ia c hkd) Permit Technician: Date: Itemsrequired in order to apply for permit. All boxes MUST be checked OR marked NA in order to apply. DdIN 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 10* 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Ig -JN 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ,K,=N 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter 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) Installation manual, including 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. 9ZN 10. Flood Elevation Certificate, wet -stamped and'signed, in duplicate. ❑ 11. Letter of intent fog non-residential` buildingT, ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑AIA 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 9kelar ' tI4 ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... E1 19. Erosion Control Plan Required........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. 23. California Department of Forestry plan approval. ❑ paid. Sent by: 24. Planning approval for (A) Use:(B)Parking: (C) Parcel Check: ...+ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 26. NPDES Form.,............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits...................:.................................... ❑ 34. Deed Restriction......................................................... .::.............................. ❑ 35. ❑ Legal description, 11M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephe6e,I LI' and hold for pickup. I have been i foo e / e-atra - em"s and requirements for obtaining a building permit. Applicp t. Date: 1. In ex p it plicatio foil a above ems numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date:__ -Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date. Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER m y 5I d obef A.P. # 0 91 000-07,5 PROPOS D BUILDING USE New Oaf a Cit (�� fac ,) DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES n Balance Due ........................ 32q.gy �� 1 Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) -S RIFF FEES (paid at Building Division) Re-dential z $360.00 = $ Units Comme ial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) � - VJ �: 10. At time of pi may be char o issuance of the building permit. These fees APPLICANT !s DATE Pursuant to G4ernment Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above m y 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). (Rev. 6100) Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner 5Z -Cv J S Y 1 N5 ti . Q t f q -45 (J � i• � � � rIN �PUWNINeDIVISItJ�f•BU PLAN APPROZ Use: 0efi� E COUN I � PP R 0V F'tUtKALLMtKULNL;T MANAULIVILNI AUt:Nt:T NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE. wortallt: Read the instructions on oases 1- 7. SECTION A - PROPERTY OWNER BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No) OR P.O. ROUTE AND BOX NO. CITY O.M.B. No. 3067-0077 Expires December3l, 2005 ZIP CODE PROPERTY DESCRIPTION:(Lot and Block Numbers, Tax Parcel Number, Legal Description, etc:) APO BUILDING USE (e.g. Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Aeze55ndy — De -1 ��v4'!5FQ-)cr7-.roA_) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ( ##° - ##'- ##.##" or ##.#####' � NAD 1927 I] NAD 19M3 rUSGS Quad Map ❑ Other. SECTION'B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Al NFIP r(Yu U lNrmV NAME R nrIIu m iNITV Kfi BuIRFR M fYd 8Krf V KIAAAG I M CTATC CA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER 65. SUFFIX B6. FIR�11 DA� EFFECT - SEATE 88. �LOODZONE(S) (Zone AO, use depth flooding) ( 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile ❑ FIRM ❑ Community Determined (§ Other (Describe): F,66 -D' -MFd', e2,1 ft-) B11. Indicate the elevation datum used for the BFE in B9 V NGVD 1929 Q NAVD 1988 (Describe): B12. Is the buldn located in a Coastal Bimer Resources S ? Other e'0 g System (CBRSJ area or Otherwise Protected Area PA)? Q Yes � No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl: Building elevations are based on: ❑ Construction Drawings" 4blikling Under Construction* ❑ Finished Construction 'Anew Elevation Certificate W.0 be required when construction of M building is complete. C2. Building Diagram Number_ (Select the builing diagram most similar to the building for which this certificates being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations – Zones Al AW, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, AR/A1 A30, AR/AH, AR(O Complete Items C3. -a -i below according to the binding diagram specified in Item C2. State the datum used. if the datum is different from the datum used for the SFE in Section B, convert the datum to that used for the BFE. Shaw field measurements and datum conversion calculation., Use the space provided.or the.Comments area of Section D or Sectioncc��, as appropriate, to docunent.the datum conversion. Datun/�bV0 Condeision/Camments /i O bin'! Elevation reference mark used,46�Does the elevation reference mark used appear onpe FIRM? ❑ Yes No ❑ a) Top of bottom floor (including basement or enclosure) ❑ b) Top of next higher fm ft(m) U) E. ❑ c) Bottom of lowest horizontal structural member (V zones only) _ft(m) ❑ a) Attached garage (top of slab) —7 ft(M) S ❑ e) Lowest elevation of machinery and/or equipment w W E Odd servicing the building (Descnbe in a Comments area) /�, tJ .1 �`E � �'� ❑ t) Lowest adjacent (finisho � (LAG) J eft (m) �� '`z' C ❑ g) Highest adacent finish C °��' ❑ h) No. of permanent openings (flood vents) within 1 ft. above a4acent grade" ❑ ) Total area of all permanent openings (flood vents) in C3.h --- sq. in. (sq. —4 4 P P J OR This certification is to be signed and sealed by a land surveyor, engineer,: or architect authorized by law to certify elevation information. I certify that the information. in Sections. A, 8, and C on this certificate represents my best effo►is to interpret the. data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section fool. CERTIFIERS NAME LICENSE NUMBER FFMA Fnrm 81_31 aannary 9nn3 PAR -'q �M-10 Sao ro.VPrRP. Cirio.fnr nnnfinuafinn STATE ZIP CODE k TE HONE 5V 871-943.'' RPniaCoc all nrPvinim ariifinnc IMPORTANT: In these spaces, copy the corresponding information from Section A f �WMi.i�a.:::G�o c ber<< : ><clrr STATE z1PcoDE pany. t < «` a ,:...................................: I SECTION D -SURVEYOR ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcomparry, and (3) budding owner. COMMENTS. 2-9 L Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIREb) FOR ZONE A0 AND -ZONE A (WITHOUT BEE) For Zone AO and Zone A (without BFE), complete Items E1 bough E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed E 1. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no dagram accurately represents the budding, provide a sketch or photograph.) E2. The top of the bottom floor (rcuding basement or enclosure) of the building is DfL(m) 2in.(cm) 0 above or❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the budding is _ ft(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery andYo equipment servicing the budding is Uft(m) in.(om) (above o r 0 below (check one) the highest a*xent grade. (Use natisal grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in aocordance with the community's floodplain management ordinance? 0 Yes ❑ No ❑ Unknown. The local official mustcer* this information in Section G. SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and'C3.i onW, and E for Zone A (without a FEMA issued or community - issued BFE) or Zone AO mustsign here. The statements in Sectors A 8, C, and E are correct to the gest ofmy knowledge. AUTHORIZED S1 CITY STATE ZIP CODE ro 0 2 ?4(ZA (brse 9 .'96 3229 SIG ofDA TELEPHONE 674, - 943 COMMENTS 6)0 STi /%L oeq %L SL -,*r3 4-:5 e2. O S' P'a(n llrZr- t= LDa L) ry .E-- /_ sr3 _x�_4-' E Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the co muWs floodplain management ordnance can complete Sections A B, C (or E), and G of this Elevation Certificate. Complete the applicable itern(s) and sign'below. w G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation informatiorn.' (Indicate the source and hate of the elevation data in* the Comments area below.) G2. ❑ A community official completed Section E for a building located in Tone A (without a FEMA -issued or community -issued BFE) or Zone All. G3. ❑ The following information (Itans G4 -G9) is pnarided'for connnunily floodplain management purposes. G7'"This parrot has been issued for: [:]New Construction [:1Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. —ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ f4m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FFMA Fnrm 81_31 .1mmiarv?W.1 Ranlacac alrnmvirwim PAifinnc �e e �Xr AJAA.ech VerticalTechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email vertech@sbcglobal.net Structural Calculations Client: Steve Huahes Project: Christopher Garage Location: 2381 W. Sacramento Ave., Chico, CA 95926 D. C w Z No. S 4732 Exp.6/30/0� OF %o rr P P R 0~ Attention: This engineer is not responsible for on­sitk iggpection to assure compliance with the standards, sizes, materials, or workmanship specified her n. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition .of the Uniform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: C4AP-`STOP4e:e - 5/5/05 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2001 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SPECIAL INSPECTION: FULL-TIME SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY ANCHOR BOLTS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSERATE WITH THIS TYPE OF PROJECT. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: '/s° APA RATED EXTERIOR 32/16 STRUCTURAL SHEATHING WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8d AT 6" O.C. EDGE, 12" O.C. FIELD U.N.O. 2. FLOOR SHEATHING: %" APA RATED 48/24 WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 10d AT 6" O.C. EDGE 10" O.0 FIELD, GLUE AND NAIL TO ALL SUPPORTS. 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER IN ACCORDANCE WITH CBC 2306.12. FLASHING AND WATERPROOFING OF EXPOSED ENDS SHALL BE PROVIDED BY OTHERS TO PREVENT THE DECAY. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 1701.7 AND CBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 C2.) PARALAMS: PSL'S (PARALLEL STRAND LUMBER) SHALL HAVE FB = 2900 PSI & FV = 290 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2" X 2" X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 ,.p^ 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 ANDJARGER)' (� �, F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED T©,WEAT'HER;OR VVITHIN'18"OF FOUNDATION, NAILS SHALL BE GALVANIZED. �;�,.`ya#�`� G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N 0. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. BOLTS EXPOSED TO WEATHER SHAA.#j3E 6ALVf /N ZED' H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPRNV D EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS VERTECH ENGINEERING PROJECT: 5/5/05 I.) ALL METAL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO WOOD. J.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 3/4 LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2001 CBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (16) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF REDUCIBLE C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B IN lw%wG t I " Project: Christopher Garage Engineer: CR Design of: Roof Framing Roof Loads r DL= 19 psf LL= 20 Dsf VerTech Engineering ( Reducible to 16psf where slope > 4:12) Page: 3 Date: 5/5/2005 Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 16 psf T. C. Dead Load = 10 psf B.C. Dead Load = 9 psf Total Load = 35 psf Typical Headers (uno) Use 4x10 DF#1 header, use (2) trimmers min. at all openings larger than 6'-0". K. ffrt:c N RUILDING.;. PROJECT GSToPfIE2 ENGINEER GF�2 DESIGN OF "'► VERTECH ENGINEERING PAGE q DATE 5 -5 05 'Fe-Au&,,3Cj 5 . o P S ► s c- -T -0 -FA, -` —0-rA SwPeD 15 8 P Ttrre,� (�eaz> l`i.o P� �DOF LA ps C 12eooc P>l,C ro sly `�►SMn� �. t' �Ik�S foo F 211 4 T47DI G7 TCrA�, BUTTECN I P,®` 9 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Christopher Garage Date: 5/5/2005 Comments: Wind Speed: 75 mph Importance: 1 -16.7 Exposure: B -11.7 11.7 - 39.7 12.6_ -_ -13.5 13.5 Q One Story or Partially Enclosed Multi-StoryStructure _ -27"x_9:2 �- - Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall -11.7 11.7 7.8 8.3 _ Leeward Wall _7.2 - -4.5 ---4.8. m� -5.2 Roof -15.2 -16._5 -17.7 Leeward of_ 1.2 _ - - -� -10.8 -11.6 -12.5 Windward 1 15.2 _ _ Slope_<2:12 __._._......._.._......................._._.._._...._....- -10.8 -11.6 -12.5 ..__._......._ 2:12 to <9:12 . _...._._ _.._........_..- -12.6 2.7 _....... - _..... -13.6 2.9 __ -- - -14.6 3.1 9:12 to 12:123.6 3.9 4.2 >12:12 6.3 6.8 -- 7.3 Wind Parallel to Ridge_ - -10.8 -11.6 -12.5 Method B On Vertical Projected Area Structure <= 40' HiTh M --- 11.7 12.6 13.5 Structure >40' High _- 12.6 -� 13.6 14.6 .On...Horizonta.l...Projected Area........._.._.........__ '...8...._................._.... "1..1.6.....-......_........ 12.5___ ...__...._.. _- Elements and Components not in areas of discontinuity . Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -___........_.......:14.:3._........__.........-.:15.5 Slope <2:12 _....._..........____.__......_...__.___._..__._. _ 20_..6_ -16.7 - Parapet Walls -11.7 11.7 - 39.7 12.6_ -_ -13.5 13.5 Roof Elements _ -27"x_9:2 �- - Enclosed and Unenclosed Structures P P R�� .- Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12__._ -15.2 -16._5 -17.7 2:12 to 7:12 -14.3 ~ 7.2 _ -15.5 7.8 -16.7 8.3 >712 to 12:12-15.2 ..............._......._..........._..._.......... ... ........ 15.2 -16.5 16.5 -17.7 17.7 _.__.._................. ......._......._._._.. _......... - _ ..._..._. Elements and Components in areas of discontinuity _............__........__......... Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 _....._..........____.__......_...__.___._..__._. _ 20_..6_ :22.3 X24.0 2:12 to 7:12 -23.3 _.._..._.- _ � - -25.2 -27.1 >7:12 to 12:12 -14.3 Slope <2:12 -1 5� _ 16.7 at overhangs canopies -25.1 _ -27"x_9:2 G DEPA RTNfl - P P R�� .- 1997 UBC Static Seismic Forces VerTech Engineering Project: Christopher Garage Comments: Seismic/Diaphragm Loads 1 V Date: 5/5/05 Units: Kips & Feet (UNO) 'Zone = 3 Ft = 0.07'T'V Soil type = sd 0.0396 0.1636 Soil Profile Types I = , 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 9 HEIGHT TO ROOF) Ct = I =_020 FOR ALL OTHERS TA = Ct(hn)— Max TB = 1.4'TA VEQ = (CvI'W)/(R'T) Ft = 0.07'T'V (If T<.7, Ft=O) 0.0396 0.1636 T = 0.104 0.104 EQ: CvI/RT = 0.9448 0.9441 VIM VEQ = 18.0 18 V: Ft = 0.00 it .11 `Ca"I 2.5'Ca`I/R 3.1 0.0396 0.1636 a;8 3.1 it ' CSN e ^y� RUILDING DEPApT Aj `P�<< ■moo■o � , o ©moo ■moo ., v ., ®��o ®vv . , v o■moo ' CSN e ^y� RUILDING DEPApT Aj `P�<< ' PROJECT (D5 140 VERTECH ENGINEERING PAGE `] ENGINEER DATE S yas DESIGN OF L4->��tcd L I_oeo D��cw.y.t-r WdLtiAT Ax L— WD. -Vi 1.1rJ�'zj J (� IZ'-a' • �i�s' � k �, �2'�'' ' �'�°` �� � Il•� �5� =D j�gs `bs - eGosv". (. Loeo (, A -r A LA- W d LL. L t ,4er>'� blob Ubs �,6-VT To W'`, too P R v PROJECT VERTECH ENGINEERING ENGINEER .yNf— DESIGN OF 4-0 JA+g e 1 166 �0 W,&0.- �ar kTl ors) tst 41 Li 1 2 Lotto APPu,--C,. -ro 37a 1 b -o `couNn � V P PAG E b DATE 5`5 -as 3 VerTech Engineering Project: Christopher Garage Page: q Engineer: CMR Date: 5/5/2005 Design of: Shear Walls Framina Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length 1MLh Length Load/ft Edge Nail WallObs) 0-1 (ft)Itm in A 3791 24.00 24.00 24.00 158 6" 1 .1895 24.00 24.00 24.00 79 611 2 1895 19.00 19.00 19.00 100 611 . . . ........ — — ----- . . . . ........ . ........... . . . ......... . . . . ........ . . .... . ..... . ............. . . . .. ............. . .. . . . ........ . ... . ..... ............. . .. ... . ........... . .. ....... . ..... ..... ................... . . . . .......... . ................ .... . ...... . ..... . . . . ... . ............ . ............ . ... . .. . ............. . .......... . ...... . ..... . ..... . . ......... . ........ .... CCAJN -RULUNG DEply ARTIA.-,i, P R 0 V 0 VerTech Engineering Project: Page: 10 Engineer: CMR Date: 5/512005 Design, of : Shear Walls Stability Overturning Overall Resistive Gravity OT OT Rightin,Net q Len.qth Length Load Height Moment Moment M/D Wall (ft) (ft) flhft (ft) (ft -1h) (ft -IM fiM A 1 24.00 24.00 24.00 24.00 150 150 9 9 34119 17055 43200 43200 -198 -909 2 19.00 19.00 150 9 17055 27075 -52 . ... . ........... ...... . ........... . . ...... . . . ...... . ......... . . ......... . ... . ...................... . ....... ...... . . . .. . ................ . . ..... . .......... . ... . ..... . ...... . .................... . . .................. .......... . ... .... . . . . ... ... . . .... . ..... . ........ . ............ . .................. . ...... . ... . . ............................ .. ..... .. . . ................. .. . . . . .. BW -TE COLIN't i AUILDING DEPART MA -4, A 0 P R 0 k,. / F- (E) CONC. SLAB—ON—GRADE C 3/8" SHEAR PLY, USE 8d COMMON OR 8d GUN NAILS (DIA. = 0.131") EDGE NAIL AT ALL PANEL EDGES AND FIELD NAIL AT 12" O.C. 2X STUDS AT 16" O.C., UNO. P.T. SILL WITH 1/2" DIA THREADED ROD EMBEDED 6" INTO SIMPSON ET EPDXY E.N. ulull 6" MIN. FINISHED GRADE, SLOPE AWAY FROM _��mo — } FND. II - III; I o c . N 1'—O" TYPICAL SLAB FOUNDATION DETAIL NO SCALE W702 SOLID BLO0 FASCIA AND TRIM BY OTHERS/ k SHEA EAVE DETAIL. NO SCALE A 0 Onnc rel lecre ov ^IruffnL- W101 COUN ut 'RURIANG DEP AP"TV".. "a GARAGE BEAM PER PLAN CONT TO END OF WALL 13 CS16 STRAP TO PERP D.T. PLATE E.N. 1 ST22 AT 18" O.C. TRIM AS REQ'D ST18 E.S.- 4x .S.-4x POST - SHEAR PLY & NAIL PER DETAIL 1 /N GARAGE PORTAL DETAIL NO SCALE - -�- --E.N. II \1 I I -H 4x POST W702 I COUN I. �P.PR0V s lgn Truss Take -off Design & Sales sista hee Moate Call - 193 Camellia Dr =Paradise, CA 95969 (530) 811-4732 Office (SJO) 817.4132 FAX TRUSS ENGINEERING Truswal Systems .,..�,' %ILDIN DEA; - :0 pp v (800) 322-4045 00) 2 2 ;: 0) 0) 0) 2 :; 2 .12-d 2 210 2 �0) A w -I'm I v Job Name: hughschris Truss ID: Al Qty: 2 Drwg: ERG a -LOC REACT sizzREO-D TC 2x4 DFL #1 & Btr. 1 0- 1-12 2354 3.50• 2.51' 2x6 DFL #2 2S 2 24- 0- 4 2354 3.50• 2.51• BC 2x4 DFL #1 & BV. BEG REQUIRBM81rTs shoves are based ONXWE6 2x4 DFL STANDARD on. the truss material at each beario@LT BLK 2x6 DFL #2 Permanent bracing is required (by others) to TC FORCE AZL END CS1 prevent rotation/toppling. See HIB -91 and 1-2 -3517 0.10 0.35 0.46 ANSUTPI1.1995orANSI/TP11-2002. 2-3 -3767 0.13 0.23 0.36 PLATING BASED ON GREEN LUMBER VALUES. 3-4 -3792 0.13 0.23 0.36 4-5 -3804 0.13 0.22 0.35 5-6 -3517 0.10 0.36 0.46 HC FORCE ASL BBD CSI 7-e 2843 0.37 0.29 0.67 8-9 2846 0.37 0.10 0.47 9-10 3806 0.50 0.09 0.59 10-11 2647 0.37 0.10 0.48 11-12 2843 0.37 0.29 0.66 WEB FORCE CSI WEB FORCE CSI 2-8 214 0.09 4-10 -758 0.22 2-9 1307 0.53 5-10 1332 0.54 3-9 -778 0.23 5-11 219 0.09 3-10 -68 0.04 8-5-2 =0�-7 TYPICAL PLATE: 1.5-3 Plating spot: ANSUTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT 91607 Loaded for 10 PSF non -concurrent BCLL. Drainage must be provided to avoid ponding. 2x 4 web material vertical supports at 24" o.c. (by others and typical). Attach with 1.5-3 min. plates at top and bottom. Flat top chord has not been designed for drifting snow unless noted otherwise. 12-1-0 5-4-15 6-8-1 1 2 3 4 5 6 S 0 -8.00 7 8 9 10 11 12 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 6-1-12 18-0-4 HORIZONTAL REACTION(S): support 1 213 lb support 2 -213 lb This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes. Importance Factor =1.00 Truss Location = End Ione Hurricane/Ocean Line = No, Exp Category= B Bldg Length - 90.00 ft, Bldg Width - 40.00 ft Mean roof height - 24.21 ft, mph - 80 UBC Standard Occupancy, Dead Load = 16.6 psf -LOAD CASE #1 DESIGN LOADS ' Dir L.PIf L.Loc R.Plf R.Loc LL/TL TC Vert 54.00 0-0-0 54.00 6.0- 0 0.59 TC Vert 162.00 6- 0- 0 213.00 12-1- 0 0.49 TC Vert 213.00 12-1- 0 162.00 18- 2- 0 0.47 TC Vert 54.00 18- 2- 0 54.00 24- 2- 0 0.59 BC Vert 40.00 0-0-0 40.00 24-2- 0 0.22 Type... lbs X.Loc LL/TL TC Vert 295.0 6- 0- 0 0.43 TC Vert 295.0 18- 2- 0 0.43 9-4-14 SHIP =0-4-7 MAX DEFLECTION (span) : 1-1999 IN MEM 9-10 (LIVE) L- -0.09" D= -0.12" T= -0.22- = Joint Locations = 1 0-0-0 7 0-0-0 2 6-1-12 8 6-1-12 3 10-1-4 9 10-1-4 4 14-0-12 10 14-0.12 5 18-0-4 11 18-0-4 6 24-2.0 12 24-2.0 P. r E4� 64" A Z�C le, 5/6/2005 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng. Job: EJ. WO: hughschris This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk: ABCD ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr. ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf DurFaes L=1.25 P=1.15 DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 11.00 Rep Mbr Brid 1.00 ASSISTANCE noted Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any psf . environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf O.C.Spaeing 2-0-0 [ir • and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', BC Dead 10.00 Design Spec UBC -97 'ANSMI 1','WTCA I'- Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL psf 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'. (1-1I8-91) and HIB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Strem NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.4.12 - 0 Job Name: hu hschris Truss ID: A2 Qty: 5 Drw : ERG z -LOC REACT SizzREQ'a TC 2x4 DFL 01 & Bin Plating spec: ANSVTPI -1995 HORIZONTAL REACTION(S) : , 1 0- 1-12 1005 3.50• 1.5o• BC 2x4 DFL #1 & Bin THIS DESIGN IS THE COMPOSITE RESULT OF support 1 -030 Ib 2a -z-0 2 24- 0- 4 1005 3.50• 1.50• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. support 2 -430 lb 6 7 8 9 10 ERG REQUIRE91 s ehova are based ONthtaaded for 10 PSF non -concurrent BCLL PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the on the truss aterial at each bearing m PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Bldg Enclosed = Yes, Importance Factor =1.00 WO: hughschris TC FORCE AXL END CSI This design is for an individual building component not miss system. It has barn based on specifications provided by the component manufacturer Truss Location = End Zone 1-2 -1268 0.01 0.28 0.29 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed fur dimensional accuracy. Dimensions Hurricane/Ocean Line - No, Exp Category - B 2-3 -1134 0.01 0.28 0.29 are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Bldg Length = 90.00 ft, Bldg Width - 40.00 ft DurFacs L=1.25 P=1.15 3-4 -1134 0.01 0.28 0.29 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord Mean roof height = 24.21 ft. mph - 80 is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise 4-5 -1268 0.01 0.28 0.29 Rep Mbr Bnd 1.15 UBC Standard Occupancy, Dead Load = 16.6 psf noted. Bracing shown is for lateral support of components members only to reduce buckling length This component shall not be placed in any EC FORCE AXL END CSI - environment that will rause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 6-7 991 0.10 0.31 0.41 O.C.Spacing 2- 0- 0 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Tnnwal software', 7-8 653 0.07 0.31 0.38- Design Spec UBC -97 . 'ANS VIPI 1', WrCA I'- Wood Truss Council of America Standard Design Responsibilities, HANDLING INSTALLING AND BRACING METAL 8-9 653 0.07 0.31 0.38 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive 9-10 991 0.10 0.31 0.41 Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 118E FORCE CSI 918E FORCE CSS Seqn T6.4.12 - 0 2-7 -312 0.12 3-9 513 0.19 3-7 513 0.19 4-9 -312 0.12 ' MAX DEFLECTION (span) L/999 IN MEM 7.8 (LIVE) L- -0.05" D= -0.07" T- -0.12" Joint Locations = 1 0-0-0 6 0-0-0 2 6-2-15 7 8-2-5 3 12-1-0 8 /4-0-0 12-1-0 12-1-0 4 17-11-1 9 15-11-11 1 2 3 4 5 5 24-2.0 10 24-2-0 800 -8� 8-5-2 =0-'4-7 4-4 9-4-14 SHIP =0-4-7 P tt1g7. orourw �. CN14 �S 9� , CF 2a -z-0 6 7 8 9 10 5/6/2005 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng. Job: EJ. WO: hughschris This design is for an individual building component not miss system. It has barn based on specifications provided by the component manufacturer Chit: ABCD ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed fur dimensional accuracy. Dimensions Dsgnr. ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf DurFacs L=1.25 P=1.15 DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 11.00 Rep Mbr Bnd 1.15 ASSISTANCE noted. Bracing shown is for lateral support of components members only to reduce buckling length This component shall not be placed in any psf environment that will rause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf - O.C.Spacing 2- 0- 0 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Tnnwal software', BC Dead 10.00 Design Spec UBC -97 'ANS VIPI 1', WrCA I'- Wood Truss Council of America Standard Design Responsibilities, HANDLING INSTALLING AND BRACING METAL psf 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.4.12 - 0 Job Name: hu hschris Truss ID: M1 Qty: 16 Drw : BRoa-LAC REACT SIZE REQ ID TC 2x4 DFL #1 & Gtr. Plating spec: ANSIfTPI -1995 UPLIFT REACTIONS) : 1 0- 1-12 333 3.50 .1. So .SC 2x4 DFL #1 & BV. THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 -71 Ib 2 5-10- 4 154 3.50• 1. so: PLATE VALUES PER ICSO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. HORIZONTAL REACTION(S) 3 5-10- 4 93 3.50• 1.50• Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL support 1 -113 Ib BEG REQUIREMENTS show are based otnShim bearings (if needed) for req. support Install interior support(s) before erection, support 3 -113 lb on the trues material at each beariantis truss Is designed using the PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. TC Dead 11.00 Rep Mbr Bnd 1.15 TC FORCE AEL Bim CSI Bldg Enclosed = Yes, Importance Factor =1.00 noted Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in my psf 1-2 -87 0.00 0.29 0.29 Truss Location = End Zone ® environment that will cause the moisture content of the wood to exceed 199/6 and/or cause connector plate conwion. Fabricate, handle, install 2-0 -4 0.00 0.00 0.00 Hurricane/Ocean Line - No, Exp Category - B O.C.Spacing 2- 0- 0 y4, - Bldg Length - 90.00 ft, Bldg Width - 40.00 ft BC Dead 10.00 Design Spec UBC -97 BC FORCE Ala. Btm CSI Mean roof height = 22.01 ft, mph - 80 'ANSVTPI 1','WTCA I' - Wood Tmss Council ofAmerica Standard Design Responsibilitim'HANDLING INSTALLING AND BRACING METAL psf 3-4 -113 0.00 0.20 0.20 UBC Standard Occupancy, Dead Load = 16.6 psf 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES' - (HB -91) and UM -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onoftio Drive, 4-0 0 0.00 0.00 0.00 8� 2 1�-0--1 6-0-0 3 4 i t '7 5-4-3 S ilp MAX DEFLECTION (span) : L/999 IN MEM 3-4 (LIVE) L= -0.04" D= -0.05" T= -0.09- = Joint Locations 1 0-0-0 3 0-0-0 2 6-0-0 4 6-0-0 P. t:N- t2rWlVo * CNN. \0F8; � 5/6/2005 OVER 3 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: hughschr(s This design is for an individual building component not truss system It has been based on specifications provided by the component manufacturer Chk: ABCO and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional aceutary. Dimensions DSgnr. ABCD an: to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf DurFacs L=1.25 P=1.15 DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 11.00 Rep Mbr Bnd 1.15 ASSISTANCE noted Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in my psf ® environment that will cause the moisture content of the wood to exceed 199/6 and/or cause connector plate conwion. Fabricate, handle, install BC Live 0.00 psf O.C.Spacing 2- 0- 0 y4, - and brace this truss in accordance with the following standards. 'Joint and Cutting Detail Reports available as output from Truswal software', BC Dead 10.00 Design Spec UBC -97 'ANSVTPI 1','WTCA I' - Wood Tmss Council ofAmerica Standard Design Responsibilitim'HANDLING INSTALLING AND BRACING METAL psf 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES' - (HB -91) and UM -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onoftio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at I 1 I 1 19th Street NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.4.12 - 0 Job Name: hughschris Truss ID: HRA Qty: 4 Drwg: a= z -L0: REA^ SIZE REo'D TC 2x4 DFL 91 8 Btr. 1 0- 1-12 395 3.50• 1.50• BC 2x4 DFL dl& Btr. 2 e- 4- 1 254 3.50• 1.50• SLIDER 2x4 DFL 01 b Btr. 3 e- 4- 1 73 3.50• 11.55• Loaded for 10 PSF non -concurrent SCLL- aRe RW=RI?>! = sione m a based ONxinstall interior support(s) before erection. oat the truss aate_ial at each bea_i.dt'•,..ATING BASED ON GREEN LUMBER VALUES. HORIZONTAL REACTION(S): TC FORCE Aa, MM CSI support 1 112 lb 2-2 -970 0.03 0.65 0.68 support 3 112 lb 1-2 105 0.01 0.04 0.06 2-0 -4 0.00 0.00 0.00 SC FORCE A= atm CSI 3-4 113 0.00 1.76 1.76 4-0 0 0.00 0.64 0.64 WEB FORCE CSI WEB FORCE CSI S=RL 904 0.42 Plating spec : ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 11607 Mark all interior bearing locations. Permanent bracing is required (by others) to prevent rotation/toppling. See HIB41 and ANSVTPI 1-1995 or ANSUTPI 1.2002 This truss is designed using the USC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length - 90.00 IL Bldg Width - 40.00 It Mean roof height - 2201 It. mph ■ 80 UBC Standard Occupancy, Dead Load - 16.6 psf 5 65 2-" 8-5.13 i 1 Building Designer shall provide adequate bearing area and anchorage. BEARING AREA REQUIRED_ ID Brg Sim Min Sae or- Min Area 3 .0-3-8 0-11.9 17.3sgin UPLIFT REACTION(S): Support 1 .64 lb Support 2 .89 th ' Support 3 .6lb -:OAD CASE 01 DESIGN LOADS - Dir L.PIf LJ-oc R.Pff R.Loc LLrrL TC Ven 0.00 0- 0- 0 95.46 7- 0-13 039 TC Ven 47.73 7-0.13 5728 9-5-13 039 SC Ven 0.00 0.0.0 3535 7- 0-13 0.00 BC Vert 17.68 0- 7-11 1.60 7- 0-13 0.00 MAX DEFLECTION (span) : L1343 IN MEM 4.0 (LIVE) L-.029' D= -O-W 7- .0.69' Joint Locations 1 0.0- 0 3 0- 0- 0 2 8- 5-13 4 8- 5-13 P. * Eoq1.6/30106 \�CMpr). CF CA� i 3 4 5/6/2005 OVER 3 SUPPORTS i Scale: 56' ■ 1' All plates are 20 gauge Truswal Connectors unless preceded by 'MX" for HS 20 gauge or -W for 16 gauge, positioned per Joint Detail Reports avallable from Truswal software, unless noted /1 YYAR v11 v G Read all noler on this sheet and give a copy of it to the'Erecling Contractor. Eng. Job:.EJ..' _ WO: hughschris This design s for an individual building component cot truss "am It has bees tined on specifications praMed by the Chic ABCD and done in accordance witb the current versions cf TPI and AFPA design standards No responsibility is assumed for dimensional accuracy. Dimmrieas Dsgnr ABCD - are to be verified by the comI . r annScnav and/or building designer prior to fabnostim The building designer must =cause that the loads TC Uva 16.00 pd DurFaes L=125 Pr1.15 DESIGN utilized on Ibis design mea or exceed the tiding ;m po:<d by the local balding code and the particular applies- The design asa®es that the top chord �. ASSISTANCErats. s Ltaally brocwd by the roof or flow sheathing and the broom rbord s laterally braced by a rigid sh-thing material d'bwtly azaci nd, onlets at6erwise Bracing slices e.s for lateral soppmt of oomponem n,®I only to reduroe budding kngL 'Ibis shall nes be placed m any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ® eoviceornem that will came the mono a coo= of the wood to exceed 19% ad/or owe connector plate eoruessiod Fsbricwz, h-.fL- i inn SC Uve 0.00 psf O.C.Spactng 2- 0- 0 and brace this oars m accordance with the following standards: 7omt and Curring Does Reports available as output from Trurwal soli r . BC Dead 10 00 Design Spee USC -97 abrlitieANDLING INSTALLNG AND BRACING METAL 'ANSI/771 1'. TCA I'- Wood Tine Coo ofAmcries Saodgn ard DesiR�onR'H psf 793 Camellia Dr, Paradise CA 95969 PLATE CONNE= WOOD TRUSSES - (11B-91) ad'tOB-9I SUMMARY SHEET by TPL The Truss Plate Itucome MT is located as D'Ooofrio Drive. TGA.12 Madsom. Wisconsin 53719. Tbc Amrriam Forest and Paper Aaooance (AFPA) is coated a 1111 19th Sam NW, Ste 800, Wasbmgmq DC 20035 TOTAL 37.00 psf Seqn - 0 Job Name: hu hschris Truss ID: J64 Qty: 4 Drw : ERGa-roc REACT SXzs RSO'D TC 2x4 DFL #1 & Sir. Plating spec: ANSVTPI -1995 UPLIFT REACTIONS) : 1 0- 1-12 278 3.50• 1.50• BC 2x4 DFL 01 & Btr. THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 -41 Ib 2 3- 9-15 113 3. So • 1.50•PLATE VALUES PER ICBO RESEARCH REPORT 01607. MULTIPLE LOAD CASES. This truss Is designed using the 3 5-10- 4 6o 3. so• 1.50• Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL UBC -97 Code. BRG RBODXRE213=9 shown are based ONMim bearings (if needed) for req. support Install Interior support(s) before erection. Bldg Enclosed = Yes, Importance Factor =1.00 on the trues material at each bearing PLATING BASED ON GREEN LUMBER VALUES. Truss Location = End Zone TC Dead 11.00 Rep Mbr Bnd 1.15 Hurdcane/Ocean Line - No. Exp Category - B SC FORCE ASL Bim CSX psf Bldg Length - 90.00 ft, Bldg Width - 40.00 ft 1-2 62 0.00 0.15 0.15 environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion Fabricate, handle, install Mean roof height - 21.34 ft mph - 80 2-0 -4 0.00 0.00 0.00 UBC Standard Occupancy, Dead Load = 16.6 psf BC FORCE AXL WD C9X Design Spec UBC -97 3-4 -73 0.00 0.15 0.15 psf 4-0 0 0.00 0.00 0.00 PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPf) is located at D'Onofrio Drive, 3-0-0 10-0-7 1 800 2.6 - 3-11-11 11 -6-0 -i 6-0-0 2 3-0-0 4-0-0 St IP MAX DEFLECTION (span) : 1-/999 IN MEM 3-4 (LIVE) L- -0.02" D= -0.03" T= -0.05" Joint Locations 1 0- 0- 0 3 0- 0- 0 2 6-0-0 4 6-0.0 P. E�.6/3QIi06 �• CML S 3 4 5/6/2005 OVER 3 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Seale: 7/16" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: hughschris This design is form individual building component not truss system. It has been based on specifications provided by the component manufacturer Chit: ABCD ® - - and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions . Dsgnr: ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf DurFacs L=1.25 P=1.15 DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 11.00 Rep Mbr Bnd 1.15 ASSISTANCE noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any psf environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion Fabricate, handle, install BC Live 0.00 psf O.C.Spacing 2- 0- 0 and brace this truss in accordance with the following standards: 'Joint and Cutting Derail Reports available as output from Truswal software', BC Dead 10.00 Design Spec UBC -97 'ANSI/TPI 1%'WTCA I'- Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL psf 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPf) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.4.12 - 0 EN_jFACELVIEW BLE DETAILS FOR WIND LOAD BRACING Pdrh per deuin drawrnp �~ Flr:rtx Inlraval as �'. s{uK rfied wr Me �'� approved en�nurerrurp dravnng CS an,1 wrcrr(]IKur e shown above Wral Pbales Gable nr�s KtULILAR GABLE END TRUSS REQUIREMENTS 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE T1 IE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSUTPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE RECOIREn BRACE INTERVAL LENGTII AS DESCRIBED ABOVE. THE BRACE INTERVAL ON TIIE DRaWING IS BASED ON T1 FE LOADING AND WIND SPED INDICATED -ON TIIAT DRAWING ONI.Y, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON TI IE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE IAJDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR '12- EAVE MAX. UNLESS NOTt_-D OTHERWISE. 3)!F THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND TI IEREFORE 1S NOT EXPOSED TO WIND LOAD APPLIED TO TI IE FACE OF THE TRUSS, THE GRACE SPACING INTERVAL MAY BE THE LID LIMIT OF 50 FOR COMPRESSION MEMBERS AND USE 80% OF TIIE LENGTH ((.e. FOR 2X LUMBER. TI IE MAX. BRACE INTERVAL MAY HE 7'-9-). 4) IT IS ASSUMED THAT T1 IE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON TI IE INDIVIDUAL APPROVEn TRUSS DC::IGN. 6) SHEATHING OF PLYWOOD. OSB, WOOD BOARD SIDING, IIAROBOARn SIDING,, SHErTROCK, STUCCO, WAFERGOARD OR OTHER MATERIAI. MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUC ruRAL) GABLE END. 6) LATERAL LOADS IN LINE WITI1 TIIE CHORDS (S)IEAR 1 DRAG LOADS) I LAVE NOT BEEN CONSIDERED UNLESS INDICATED ON T1IE'ORAWINGS, AND ARE TIIE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER TUROt1G1I RESISTING DIARLJRAGMS. _ ---- ►`►/ VSTEMS Ma: 1T eave in*= riled wr 41sawiro Gable Lad Truss N Iy{nrel2s sluurUltst:k (vesaler) brace alorrg hack lace ud gable• braced with • or - 45 da4,lree di:rlirurel 1+. (lylr I Iraresr lu Itxrb srieatlurrp as shown DwG 0 C002065035 + Indicates stud members that require bracin4! 501:d Work behveeK tnrssc Orr ming Of diagonal brace, attached to rMeallrrlp and buss each end h. Truss spacuVs per designs (24' ria: ) WALU BEARING SUPPORT SIDE VIEW l ADDITIONAL_ STRUCTURAL GABLE TRUSS REQUIREMENTS 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS' APPLY TO STRUCTURAL GABLES ALSO, PLUS'TIFOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN 95 MUST BE ACCOUNTED FOR, EITHER W STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY -LOAD CASE N1- CHART ON TIIE DESIGN DRAWING. - 9) STRUCTURAL. WEBS AND CHORDS MUST BE BRACED IF INDICATED, ANOTIIIS BRACING IS SEPERATE FROM 'FILE GA13LE-BRACING INTERVAL SEE REFERENCE) STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR TILE CONDITION(S),INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. 2X NOTCI IES CUT INTO TOP CHORDS NOTCIIING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTl1RAL GABLE ENO TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. THIS DETAIL IS PROVIDED AS A 5110•7ESTED SOLUTIOt/ TO THE APPLICATIOn SII0WN OnLY. IT IS No IHTEtIDEO r0 REPLACE OR St1PERCEOE ANY SIMILA RETAIL TI IAT MAY HAVE BEEN PROVIDED BY TIIE BUILINIX DESIGNER. rr IS TIIE RESPONSIBILITY OF OTIIERS 1 rr VERIFY TIIE AOEOIIACY OF TIIIS OETAII. IN RELATION TO At1Y SPECIFIC PRC). ECT, AS TO ITS APPLICATION Alin INTEII' APPLIED 10 Tins OR At1Y SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES t10 RESPO1t5181LITY FOR FIrLOINSPEC 1011 OR WORKMAt1SI11P O11A1.IrY. L GB -1 TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX(719) 598-8463 C001003160 1/4/01 Users of Truswal engineering: The TrusPlusTM . engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for :.,,which it is required to reduce buckling length. Sealed engineering drawings �' from Truswal will show the required number and approximate locations of braces for each member needing bracing. -.In general, this bracing is done by using Truswal Systems Brace-ItTm or a 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members ! " (not building system bracing): 1. A 1x or 2x structurally graded "T" brace may be nailed flat to the edge of the member with 10d common or box nails at B" o.c. if only one ' brace is required, or may be nailed to both edges of the member if two braces are required.. The "T" brace must extend a minimum of 90% of the member's length. 2. A scab (add-on) of the same size and structural grade as the member ' may. be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both ' faces of the member if two braces are required. A minimum of 2x6 ' scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination. of scabs and "T" braces, or any other approved method, as specified and approved. by the building designer. EXAMPLES 50iTl [i0ig 2. e:1rn sof fl c e %wl nwor(Abrace-n ew. t e l Please contact a Truswal engineer if there are any questions.- . j ' D �Z-Ilod -o-7S INCIDENT NUMBER j 4271 DATE4/23/2005 EVENT NUMBE 4295 LOGGED B LKD REPORT TIM 6:39LOCAL FIRE NUMBE10273 i aa} I oral FIfA RO GONZALES STATE FIRE NUMBER I I Afi} C}A}R FIfA n -w7, BI CASE NUMBER==21�� MEDICS LOCATION 2381 WEST SACRAMENTO AV PRA M21 ECC ❑ RP MERDITH I PHONE NUMBER 345-4960 I REPORT METHO 911 WILDLAND FIRES ❑ ESTIMATED ACRES ................................ STRUCTURE FIRE RESIDENTIAL OTHER FIRE MEDICAL AIDS ..................... . PSA/OTHER HAZ MAT Billable Incident ❑ COMMENTS iETACHED iARAGE EMD ❑ OES ❑ FIRE INFORMATION FIRE INFO SENT HO fE—"ILj BY IM I TO 1M—Z' 7 -DAY LOGGED INITIALS LKD 1 INCIDENT NAM 1WEST E START DATE � 4/23/2005I START TIME 5:45 DIAMOND # 5.0 CAUSE MISC� LAND USE DOMESTIC ACRES 0 TYPE OF ACRE DIAMOND 5 ONLY $ DAMAGE TYP ALL OTHER DOLLAR DAMAGE 100000.00 SAVE 500000.001 INJURIES/FATALITIE ❑ # CIVILIAN INJURIES V-0 # CIVILIAN FATALITIES _ 01 # FF INJURIE 01 # FF FATALITIES 01 FC -40 INFORMATION `" ♦ Incident � New � � ' � '; FC -40 ❑ DATE OF FC -40 INC AGENCY INC # � INC P# FC -40 COMP DATE FC -40 COMP BY County Notifications 0 EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ FIRE DAMAGE REPORT OWNER: LOCATION: 23 gl Gv° Y,46CA1V4C-'1VTd AVr CONTRACTOR: DATE: 5 ` l 0-6 S A.P.# ZONING. 4 S DATE TO INSPECTOR: 3 d o5 PERMIT HISTORY:( ) NONE 04 AS FOLLOWS: ':� ..Q:Q_ fti.�c�e� G—( Building Description: CommerciaUUsage: Residential/# of Units: Currently Occupied AbandonedNacant Electric: Gas: BUILDING INSPECTOR'S REPORT Yes No Electric currently On Off Condition of Electric Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems Description of Damaged Area: Estimate Valuation of Damaged Area: 9 Condition of Foundation: Mobile Home: Condition of Utilities: Inspector. Sketch building on reverse and indicate area of damage. Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO51067 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. . LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I' am licensed under Issued Date: 04/26/2005 APN: 042-160-075-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Prof sions Code, and my license is in fu fo and effect. I �1j Site Address: 2139 W SACRAMENTO AVE CHI _ License Class : Licen Number: l Map Index: Date: �i // ntractor: Description: gas test OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Owner: CHRISTOPHER J MICHAEL & MERIDETH J Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior JT to its issuance, also requires the applicant for such permit to file a C/O NANOUS FRANK signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 2381 WEST SACRAMENTO AVE 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA 95926 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).): ❑ 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: HUGHES, STEVE pp owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 40 FELICIDAD LANE provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one CHICO, CA 95973 year of completion, the owner -builder will have the burden of 530-518-3092 proving 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 contractcrs 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, Contractor: HUGHES, STEVE and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 40 FELICIDAD LANE ❑ I am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95973 530-518-3092 Date: Owner: License #: 395404 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 Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 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: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 ?�*certify that in the performance of the work for which this permit is Census Code: 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 co y ith tho96 provisio . Date: Applicant: WARNING: F re o secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor interest, fees. code, and attorney's CONSTRUCTION LENDING AGENCY This p�rrnitti ere issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolu rk indi ated above for which fees have been pa. / �(�`�► Name: BY Dat . (/„ PERMIT EXPIR SON: ` s U Date Address: ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health, nd Safet Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the sc dul ction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby, certify that I have read this application, that the above information is correct, and that I am the owne r th utho ' d agen a owner. I agree to comply with all county and state laws relating to buil ing construction. I acknowledge it is unlawful to alter the sub of o or do nt of Butte County. I hereby authorize represent Ives of Butte Co to ente/r pon the above mentioned property for inspection pupos Print Name: t Signature: - Date: ❑ Owner XContractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buffecounty.net/dds "PLEASE PRINT CLEARLY" APP ICAN NAME OWNER Las Addres$/J . �i _ (��l�'/6 }�� l City ( 60 State Zip Phone Zip Fax E-mail Fax APP ICAN NAME •P • ARCHITECT/ENGINEER Name City Address Zip City Fax Sta Zip Phone Map Book Fax E-mail Planner State License Number APP ICAN NAME ARCHITECT/ENGINEER Name City Address Zip City Fax Sta Zip Phone Map Book Fax E-mail Planner State License Number APP ICAN NAME Name Address City State Zip Phone Fax E-mail For office use On : Zoning Property Address Flood Zone ��, gva pro F, i For office use On : Zoning Property Address Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT N1 Q -5. (o(� BP BIN # LOCATION Property Address City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Descriptio cope of Work: Sq. Footage ❑ 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 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. Amount:y' Bldg SRA Receipt #: Sheriff SMIP � � � � � Other Date: Tetal REV 2-24-05 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. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) 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 calcs 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). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan 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. I ❑ 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). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. ' If you have questions or would like additional information regarding this process, please contact a Permit 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 Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 V ik /?"V W PERMIT NO. 730-87B,P,E.M •,.1 PERMIT EXPIRES OWNER MICHAEL & MERIDITH CHRISTOPHER CONTR. unknown ASSESSOR PARCEL 42-16-22 LOCATION 2381 W Sacto-•Ave, Chico ii ti fill A, Temp. Power Pole Called PG&E Terrip. Elec. Service Called PG&E 2 -- Temp. Gas Service Called PG&E JOB FINALED (Date) Signature J _ OK - 0 = Not OK Not Applicable MOBILEHOMES = Not Ready - "1 MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1, Zoning Requirements—Setbacks—Easements 1, Zoning Requirements—Setbacks—Easements 2, Soils; Special MH Support—Sketch _ 2. Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete _ 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors 7. .Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1, Zoning Requirements—Setbacks—Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1, Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 4. Electricity; MH Test—Crossovers—Breakers—Clearances 3, Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4, Elec.; Receptacles and Lighting; Distances—GFI 5, Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 7, Water and Sewer Connected—C/O to Grade—HD Approval 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghig. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10, Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date If r V, = OK O,J " Not OK Not Applicable = Nor Ready RESIDE.NTIA-1. (Single and Duplex) Date UND LO R Plans OK except#'s Date FR ING Continued - - zo g requirements-Setbacks_Easements Property Line Firewall & Openings -2 Soils-Steel-�abae..6rndr / /" Fig. Depth -Ext. Doors -One 3' -Check Garage -3rd story, 2 exits —telrtg., ftg„fMain; Garage; Soils -Steel- / /" Fig. Depth 136. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection _ 4. F ., Porches & Decks; Soils -Steel- / /" Ftg. Depth _ /Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Ste alls, Main; Steel-Blockouts-Wrapped-Slab t ails, Garage; Steel-Blockouts-Wrapped-Slab _ iding-Nailing-Vereer (\f_ . Stucco Mesh -Drip Screed -F n. Vents-Underflr. Access ers - eel54. D .VFall-Fittin -Test-2 way C/O -Sewer Test _ Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts Pipe; Size -3;c -hors - ` + 1 Water i -Anchors -Regulator -Service Test - 0VW 4C 11. cmc; Underground 1 P um_s &_Ducts; Clearance -Material -Support -Ins. 1 Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date d, Card -BI Date Card -BI T Date Card -BI Date _ Card -BI Date Card -BI Date Card -BI Date-� Card -BI Date Date FINAL fans) OK except #'s Card -BI Date Card -BI Date Date PLUMBING (Permit) OK exc xt. Steps -Door & Sidelight Protection -Landings _ �e Detector Gard -Bl Card -BI `1'/Pater Ht.: Vent- Access- ption �U� aIer Pipe; Test & Anchors -Nail Protection .W.V.: Test-Fttngs & Anchors -Nail Protection �13►^Shower P Test, First Floor -Tub Access Test Tub Sh -, 2nd Floor -Tub Access 1' Gas Pipe: ize Anchors - Date,/, j -L Card -BI - Date Date Card -BI Date . Furnace; Vents -Clearance -Comb. Air-Connector- In Garage; Above Floor -Ducts -Meth. Protection edroom Exiting I. & Bath Fixtures & Tub Access Elec. Trim &Sub anel; Breaker Sizes -Labels P tairs & Rails ireplace or Stove; Clearances -Hearth _J_.F,1ec. Outlets at Wood Panel; Int. & Ext. Y§/Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance �fECyElec. Outlets & Receptacles at Kit. Counter Date E TRICAL Permit OK except #'s 67...,,erage Fire Door; Swing -Landing -Closer ,�SrftC. Duct in Garage -Damper Gard B -I Card B -t fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors S' Boxes & No. of Conductors -Stapled 5;k2ZZI omex Installed Close to Edge of Studs & C.J. 'Equip. Ground made up w/Mech. Fasteners- nd Ga Rat (ID,2 Appliance Circuits in Kitchen & Conductor Size (y/Subfeed Wire Size i / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al --27-Range Circ. / / ga. Cu or AI-Ov'n Circ. / / ga. Cu or At, Insulated Neutral Yes 28. Service -Riser Conductors Gro -Main Disconnect -- - Equip. Clearances: Pane ls-Motors_Mech. Equip. ---_- 53- Clothes Closet Light -Shower Light --- --. -- ---- - ---- ---Exterior Date /(. L Card -Bi Date Date Card -BI Date f&/Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Meth. Protection 70 Plb., Elec. & Mach, Ecuip. Listed for Location I eceptacles in Garage; (G.F.I.)- P �2/Irtsulation-Foam-Looked in Attic ❑Yes 73. Guard Rails & Deck Construction -Post Caps .4,-Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive r es [l No: Walks Yes C]No; Planter Yes { Sl o;- wn-Finish Unit; Disconnect-Clrnces- and ize-115V Outlet _ ents Above Roof; Plbg. c Clearance to Op ngs. Well; Disconnect, Electrical, Plumbing Elec. Trim; G.F.I. Receptacle -Underground entilation throughout House - Uate MECHANICAL (Permit) OK except #'s ections from Previous Inspections as -est-Meters Tagged; Gas -Electric Card -BI Card -BI ,.24-A.C. Ducts. Insulation & Support- $y�Vent Fan: Exhaust above Insulation - _40-Londensate Drain & Overflow: Size _& Grade .34-F„rnace-Vent. Access -Comb. Air -Return Air Vent -115V outlet— ._ -36 ---Attic Acceess& Platform if Furnace in Attic Date..O"_ Card -BI Date Date Card -BI Date - mer & Sewer Connectec-C/O to Grade -HD Approval _ Energy Compliance Certificate -Other Certificates - - " -- - --- Card -81 Date Card -BI Date Card -BI Date Ca•d-BI Date --- - Card -BI Date Card -BI Date Date FRAMING(Plans) OK except #'s Com tents at Final: Sills; Proper Material & Anchors le -walls: Studs -Nailing, Spacing & Bracing -Plates -Sound aring Walls over Girders & Floor Nailing - t Stop in Walls (rat proof) V.reMStops. Furred Ceilings -Stairs -Chases -Tub 411 Header & Beam -Size & Bearing rat' Mangers -Post Caps -Anchors -Connectors &S. Cing. Joist-Rftr. Ties- . Root Brac.-Truss-Shihng.-Rfng. 44. Fireplace Ties or •- p p A FIUe�F r place Throat 45. Attic Access. Size & omen trio Draft Stop -Ins. Baffles (48'." Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions .4.7-rGarage Fire Protection Framing _ -_ _ ------ - -_ --_ _..----- --- (NOTE Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE �3 0 '6 ^T OWNER PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this natter, or need additional explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS • 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact Pis office immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 73 Z)-&9 R / PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this mnttnr nr nnnd adrlit —1 nvn1—#inn nl-- —#—f fhl� ..441.... o.........rt..•-�.. Inspector Date COUNTY OF BUTTE f DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE --7�).-k7 OWNER P A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional exp an tion, please contact this officeimmediately. Inspector Date r - E Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PEINMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. ,���� Inspector ����(' � Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE /2r JT04<-- %30-'6 OWNER PE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. if you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date J ' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS r 196 Memorial Way, Chico — Phone: 891-2751 • ; 7 County Center Drive. Oroville — 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 when correction of work is completed. If you have any question pertaining to this 1,ter, or need additional explanation, please co�tact this office immediately. n k , _I Inspector Date !?; COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-f307 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 when correction of work Is completed. If you have any question pertaining to this matter, or n d additional explanation, please( contact this office immediately. Inspector �AfASTD ONV ^ `I CONSTRUCTION INN M 0 ON loll 0 IN M IN NIEMEN Ift7m WERM Scott Armstrong 4135 Rio Grande Dr. Chico CA. 95926 (916) 342-8216 Owner: MICHAEL CHRISTOPHER Permit No. 730-87 ENERGY CERTIF ICAT ION d' 2381 W Sacramento Ave., Chico CA 95926 42-16-22 LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Fiberglass Batt Thickness(inches) 3.5. CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type Blown Minimum Thicknesis(Inches) 10" Area covered(ft. ) 1100 FLOOR, ELEVATED Material Fiberglass Batt Thickness(inches) 5.5" FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL - Material Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) 30 Brand Name Thermal Resistance(R Value) 19 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building x� in conformance with the State of California -Energy Requirements. r rmsty6.Ag Const 463780 FI /0 STATE CONTRACTORS LICENSE NO. 3-10-88 .TURE OF INSTALLATION LICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. Armstron nst 463780 FIRM R e se print STATE CONTRACTORS LICENSE NO. 3-10-88 GNATURE OF CIE.NERAL CONTRALTO OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKSPERMIT O. 7 County Center Drive - Oroville, Californi=a 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSE S PAR�gL NU B R — -- In -f' It ZONIN' • BUILDING PERMIT r.WNER'S TELE oNE SO. FT. OCC. BUILDING VALUATION MAI ING /L DR SS 11Vt� . c(_9 r ~ 3s3 CON AC TOR'S NAME w TELEPHONE CON CT R'S MAILING ADDRESS Fireplace �' CO�VRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ lS ARCHCT OAR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ 5 7 -ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS - V' n (O Permit fee $ � • S PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 0 , Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each pas water heater or vent 5.00 S• (jn USE OF STRUCTURE SFY Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 S, Mobile Home S G W 10-00 ea' TYPE OF WORK New Addition ❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 /� 00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEw CONST. DWaN O P.fY , New �oNsrR( AC hQsgft rj5 LLTI- UTLE NON.RESID BRANCH CIRCUITS) ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20050Q BALI 30; FIXED APLINIS Ex. OCCup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you 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 3 - Ventilation Permit Fee $ 3. Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs xpenses w may in any way accrue against said County in conse nce of he rant' f this permit. _� ,�� X ate ignature of Applicant — OwnerX Contractor El Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures oveerrJ3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ©, TOTAL PERMIT FEE $ �� oszup.l !T1(�A co T TYPE IV PLo PARC PD ND 151 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PE IT EXPIRES Date _ the applicable provi- resolutions to do fees have been paid. WORKS ate-'` q-4— Receipt No. 7� ) WNIT!-D.P.W., 7ELLOW-AS 8L390 R, PINK -INSPECTOR, GOLDENROD -APPLICANT .. . ... , .. Lily" . J •.�r.,y ;,` .".,•�. –__ COUNTY. OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION % 7 COUNTY CENTER DRIVE - OROVILLE,�.CALIFORNIA 95965 - TELEPHONE: 916/534-4541 F PERMIT APPLICATION.OATA SHEET Permit No. OWNER ��!'1<c:.C�' –C Mer 1 L'1 Ob r 1'5*&A_ A. P. No. 412 Proposed Building Use /''YIS Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing andlor 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. Ole 4. Complete engineered plans and calcs, with wet signature on plans. G 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD ''Fees Paid'' Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature author/izajti,on. . , Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to ownerEl), _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . �17. �L 18. Pre-Inspec. Pre -Inspection for Required. Building Inspect Recorded copy of Agricultural Acknowledgment Statement. request to (Dote) r� �/� �J k7 S 19. Driveway Permit. 20. Plot plan approval from city of , 21. 22. When you issue the permit 'Telephone 19971t Other ( tv6 Lle „}- L"g- ate, cess as follows: —Mail too�J/owowner, —Mail to contractor. 3s— and hold for pickup att�.dffice, Deliver w/inspector. Copy of plans sent , Health Dept., The following data must be submitted prior 1. Index permit for above items No. 2. Additional items required: Applicant y .,•- '"ate`'� -'S–SI Fire Dept., Other Date ,permit issuac: (Circle new item not checked above). + Contractor, designe , owner was advised of above required data by �_ onernall_co Contractor, deslgnewas advised of above required data by_Phone_mallo Plans checked b, Sets of plans on hold irk–File cabinet AP folder Copy—DPW py date by date Date - Hours: 10:00 a.m. - 3:00 p.m. TO: Building Department 'FROM: Encroachment Permit Section RE: Driveway Clearance.. 5�C. Wye. 2- 2- owner location 'AP # Driveway permit 3,;-7 % - has been issued for the above property. 1 3 �7 sign sPlre date r 1�. - i� e� �,. '� `. -� r 1�. - i� e� TO. Buildinv Department FROM: a Environmental Health SUBJECT: Sanitation Clearance _. Owner -�--� Location APO r Plan Approved for: Sewage Disposal'-. Water Supply Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for _ bedroom mobilehome. Other NOTE.*** Sanitarian Z �7 Date WHEN RECORDED MAIL TO: J. Michael Christopher C/O Frank Vanous 2425 W. Sacramento Ave. Chico, CA. 95926 MAIL TAX STATEMENTS TO: SAME AP 42-16-22 RECORDED BUTTE COUNTY OFFICIAL RECORDS BY MI. N -4 PH 3;'006 CANDACE J. GRUBBS CLERK -RECORDER FEf_ 8468 SPACE ABOVE THIS LINE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX $............... AN ................................ ...... Computed on the consideration or value of property conveyed; OR ...... Computed on the consideration or value less liens or encumbrances remainin at time jof %sale � Signature of Declarant or Agent determining tax — Firm Name GIFT DEED IN CONSIDERATION of the love and affection which the grantors bear to the grantees , FRANK VANOUS and DOROTHY L. VANOUS do hereby give, grant and convey to J. MICHAEL CHRISTOPHER and MEREDITH J. CHRISTOPHER, Husband and Wife as Joint Tenants all that real property in thetxqAx unincorporated area of the County of Butte State of California, described ar Dated A portion of Lots 33 and 34 as the same are -delineated on that certain map entitled "MAP OF THE SECOND SUBDIVISION OF THE JOHN BIDWELL RANCHO, NEAR CHICO, BUTTE COUNTY, CALIFORNIA", which map was recorded in the Office of the Recorder of the County of Butte,' State of California September 17, 1900 in Book 5 of Maps—at-page-27, being more particularly described as follows: Beginning at a point on the Northerly line of said Lot `34 which point bears West a distance of 495.00 feet from the corner common to Lots 44, 45, 34 and 31 of said Second Subdivision of the John Bidwell Rancho, said point being also on the centerline of Sacramento Avenue and running thence South, parallel with the westerly line of said Lots 34 and 33, a distance of 2070.49 feet to the Northerly bank of Chico Creek which is the Southerly line of said Lot 33; Thence South 60°15100" West, along said Northerly bank of Chico Creek and the southerly line of said Lot 33, a distance of 126.70 feet; Thence North, parallel with and distant 55.0 feet East of the W=esterly line of said Lot 33, a distance of 2133.36 feet to said centerline of Sacramento Avenue, which line is common to Lots 34 and 44 of said Second Subdivision of the John Bidwell Rancho; Thence East along said line a distance of 110.00 feet to the point of beginning and containing 5.31 acres, more or'less. March 4, 1987 STATE OF CALIFORNIA )ss. COUNTY OF BUttP ) On-- March 4. 1987 before me, the undersigned. a Notary Public in and for said State, per- sonally aooeared Frank \/anouss—_and---- - Dorothy L_Vanous.- — personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the wilhin instrument and acknowledged to me that he/she/they executed the same. WITNESS my hand and official seal. Signature_._- lJ'ltrl=�f its_ - Frank Vanous Dorothyl Vanous f�olao®121a®to lolsraa°CoglseataQtats°® (This area for official notarial seal) — -' 1088 (6/82) MAIL TAX STATEMENTS AS DIRECTED ABOVE L. NORMOYLE ° . afx NOTARY PUSUC-CALIFORNIA ■ i ® •�. Butte County my Convnission Expires Oct. 3,1989 O O ®01300 man @OD©H0Gt7t80t3@9a0®O® (This area for official notarial seal) — -' 1088 (6/82) MAIL TAX STATEMENTS AS DIRECTED ABOVE r Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT -RECORDED BUTTB CWJT,.,' '°' ` ,,o /� �/ FOR RESIDIIXIAL DEVLI.,O['ME,NI' 8��1 OFFICIAL RECORD,S,.BY ,. 1 7 Section 26-8.1 of the Butte County Code requires this acknowledgement PARS SHOtiVN i be recorded prior to issuance of a building permit .NOTCOMPARED WITH 1981 W32- $; QQ ORIGINAL DOCUMENT The property described herein is adjacent to land or included CANDACE J. GRUBBS within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from CLERK =R CORDER FFE the use .of agricultural chemicals, including, but not limited to herbicides, pesticide—s,] and'fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, . necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: A portion of Lots 33 and 34 as the same are delineated on that certain map entitled "MAP OF.THE SECOND SUBDIVISION OF THE.JOHN BIDWELL RANCHO, NEAR CHICO, BUTTE COUNTY, CALIFORNIA", which map was recorded in the Office of the Recorder of the County of Butte, State of California September 17,-1900 in Book 5 of Maps at page 27, being more particularly -described as follows: Beginning at a point on the Northerly line of said Lot 34 which point bears West a distance of 495.00 feet from the corner common to Lots 44, 45, 34,,and 31 of said Second Subdivision of the John Bidwell Rancho, said point being also on the centerline .� of Sacramento Avenue and running thence'South, parallel with the westerly line of said Lots 34 and 33, a distance of 2070:49 feet to the Northerly bank of Chico Creek whish is the Southerly line of said Lot 33; Thence South 60P15'00" West, along said Northerly bank of Chico Creek and the southerly line of said Lot -33, a distance of 126.70 feet.; (see attached) Date: March 18 1987 PROPERTY OWNERS: J. Mi hael C istop Meredith J. C stopher State of California ) ) SS. County of Butte ) OFFICIAL SEAL. JOLLEEN WKI?SETT t ID NOTARY PUBLIC - CAUFORNIA COUNTY OF 7UTT! Comm. Erp. Feb. 22, 1991 On this the 18th day of March , 19 87 , before me, the undersigned Notary Public, personally appeared L/ Personally known to me. "/ Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public Present A.P. No. ��� _/6 .. J d J j e•.M .+iy�..� �' l t l• hy/ rr ... v.r r. nirW..,.rr.r —A6 •i -t ,y r •' h E Thence North ;r n•,P' p , parallel with and distant 55.0 feet East of the Westerly line of said Lot 33, a distance of 2133.36 feet to said centerline of Sacramento r.'k Avenue, which line is common to Lots 34 and 44 of said Second Subdivision of the John Bidwell Rancho; fJ? ar Thence East along said line a distance of 110.00 feet to the °'�"p beginning and containing 5.31 acres, more or less. Point of =t, •; a• (fir •J.`y ii4'i�7. yr A c ■ e Shading Coefficient De rip East South West Skylights (C) South Overhang = Length of projection ft. Description (D) Moveable insulation: Area feZ Description k (E) Thermal mass Type Area Q`Ft.2 HC= ,/ MC= Location Type -(Area = Ft. HC= R= MC= Location = Type - Area Ft.2 HC= R= MC= Location Type - Area Ft.Z HC= R= MC= Location ' Type - Area Ft.2 HC= R= MC= Location A Type - Area Ft.Z HC= R= MC= Location 9 FORM I RESIDENTIAL ENERGY PLAN CHECK/INSPECTION°SUMMARY Owner a Climate Zone /� Permit No. Floor Area Compliance path: Package ❑ A ❑ B ❑ C oint System [I Budget they MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION ( Roof/Ceiling Wall ❑ Slab Floor Perimeter _ Raised Floor (2) INFILTRATION: ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and / labeled. Q' (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. BUTTE COUN Y Tight - the above standard features plus: (D) Continuous infiltration barrier BUILDING DEPARTMENT ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger O V D (3) GLAZING• ` (A) Location Area Glazing %Floor Area Single Double Triple 0911111, Total Bldg /'T-' -5 L North 4r 1/ East 49 S-� , Q South !27 14117 West ❑ Skylights (B) Shading A c ■ e Shading Coefficient De rip East South West Skylights (C) South Overhang = Length of projection ft. Description (D) Moveable insulation: Area feZ Description k (E) Thermal mass Type Area Q`Ft.2 HC= ,/ MC= Location Type -(Area = Ft. HC= R= MC= Location = Type - Area Ft.2 HC= R= MC= Location Type - Area Ft.Z HC= R= MC= Location ' Type - Area Ft.2 HC= R= MC= Location A Type - Area Ft.Z HC= R= MC= Location 9 FOR M :. ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable.metal'or glass doors covering the entire opening of the firebox; a combusibn air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING. VENTILATING, AIR CONDITIONING SYSTEM .(A) Heating ❑ Central Gas Furnace (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slo e Other (describe) *1 (B) Cooling ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/.hr (cooling capacity at 95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ❑ (D) AN AUTOMATIC SETBACK shall be provided_ for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. ❑/ (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. ❑ (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall•be.sealed with pressure.sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 �) DOMESTIC WATER SYSTEM (A) Gas Only (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (tank size) ❑ *2 Active Solar El (Describe) Q" (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with .R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission'. Gallons FORM 1 Gallons (brand and model number) (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) _ ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Location of Solar Panels Other C41X7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature -,?�°, elevation , heating load BTU elevation factor x heating load = maximum outlet capacity gas furnace BTU /l��/ Itl �� Cooling: Summer design temperature Z°, cooling load BTU �}� (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) / u A r &-rA f t Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 / SIGN TU OF BU LDING DESI2ftR OR APPLICANT 1, 13 West ❑ Skylights (B) Shading Shading Coefficient Description ❑ East ❑ South ❑ West ❑ 'Skylights ❑ (C) South Overhang Length of projection ft. Description ❑ (D,) Moveable insulation: Area ft Description ' (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location '' �;�❑ Type - Area Ft. HC= R= r` MC= Location - i ❑ Type - Area Ft.2 HC= R= ~ MC= Location 13 Type - Area Ft.Z HC= R= c MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.z HC= R= MC=' Location 7/83 ❑W Btu/hr. (cooling capacity at 95°F) Electric Heat Pump EER Btu/hr (cooling `capacity at 95°F) Other (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for.all fan systems exhausting air to the outside. Q (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or _ mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 ❑ Btu/hr. (cooling capacity at 95°F) Electric Heat Pump EER Btu/hr (cooling `capacity at 95°F) Other (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for.all fan systems exhausting air to the outside. Q (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or _ mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 -I-- �N °(' d 4, J w b 11 POINTS /�Z0 Table 3-3a. Ceiling Insulation Table 3-7. South -Facto Glatt n Pte Table 3-10. ShadingCoefficient Points OWNER L..I/J/Y/Sc d_�%r'AY Points PERMIT NO - 7„ {(j- ASSIGNED ACTUAL I 1 Glazing Type I I SC by 1 - yl I A -Value of Insulation I .Points I ( •Total I ( I Orten- I : Floor Area _ 1. SLAB - INSULATION I of 1 Sngl, I Dbl, I Trpl, ( cation I - ' I Floor ' I (u - I (u•- I (fl - I I I � 2. PRISED FLOOR - R-19 �- 1 19 i -I I Aree :' I 1.10) 1 0.65) 10.41)11. 1 22 I -22 I I I oints I oints I oints) I Last I I 3.2 {. 3. CEILING - R-30 .�� I 30 I 0 1 O +! +j +'3 1 1 0-3.1 1 to 16.4 up { 38 I +2 I 1 up to 1.5 1 +2 1 +2 1 +2 I I I 1 6.3 I 4. WALL - R-19 -17_ I 49 I 1 I +4 I I 1 1.6- 3.6 1 -1 I 3:7- 5.2 1 -4I I 0 1 0 1 1 -2 I I 1 I I I ...Z I 5.3- 6 S 1 -6 � 1 1 0 -.19 1 0 1 5. NORTH GLAZING - �'f 2.413.6ti ��� , -3 1 +1 I +2 /GvA(32.5-3.69 VQ 6. EAST GLAZING {,. % � 1 7.8- 8.9 1 -11 { 9.0-10.0 1 -13 i -8 1 -10 1 -7 1 .1 -9 I 1 .37-.66 I .67-.82 I 0 I 0 1 O I 0 I C I -1 q 7. SOUTH GLAZING ?7'1.6-3.67. - �9/ ``Z. / Table 3-4a. Wall Insulation Points 110.1-11.5 I -17 I -13 I -11 I 1 .83 up 1 0 -2 (I S. WEST GLAZING �,jf�2.9-3.67. 18 -Value of Insulation I = Pointe I 11.6-13.0 I -21 i 13.1-14.5 ( -25 I -16 I -19 I -14 1 I -16 I I I I �`�� r I I 1 114.6-16.0 1 -28 I -22 I -19 11 South 11 0 1 3.2 1 6.4 1 8.O 1 9.6 9. SKYLIGHT- 0-1.37. I I I I I I I to I to I' to I to I up 1 11 I -7 I I i 3.1 16.3 ( 7.9 19.5 I 10. SHADING (Exclude Overhang) I 19 1 0 1 Table 3-8. West-FacingGlazingPts. I 1 24 1 +2 1 1 0 -.18 1 0 I +1 I +2 1 +2 I +3 EAST - •66 (/ 1 30 1 +3 1 1 1 1' Glazing Type I I .19-.42 1 0) 0 1 0 1 0 1 0 _S.�_ -Q- SOUTH - .19-.42 J C C - I 1 I Total 1 x of II I .43-.66. 1 ,67 up 1 0 i -1• I -2 I -2 ,I -3 1 0 I -2 1 -4 I -4 1 -6 I Sngl, Dbl, Trpl, P WEST - .13-.36 / C- C �= Table 3-5. Nocth-Facing Glazing pts �. ( Floor I Area I (U - I 1.10) 1 (U - 10.65) I (U - I 1 0.41)1 SKYLIGHT - 37-.57 �- �_ I I °;s' 1 °:`' 1�tsl West 1 .1 1 1.6 1 3.2 1 6.4 1 S.0 Glazing j Type i o I to I to i to I to I up t11. HORIZONTAL SOUTH OVERHANG 2' l��' _• total I I up to 1.3 1 +5 1 +6 1 +6 1 I 1.5 I 3.1 1 6.3 I 7.9 1 i 2 of ST , Dbl. Trpl, 1 1.4- 2.2 1 +3 1 +4 1 +5 1 1 1 I 1 1 12,. MOVABLE INSULATION - NONE 1 Floor I U- I Area 10.66 1 U- 1 0.42- I U- 1 10.41 1 1 2.7- 2.8 1 2.9- 3.6 1 0 1 -3 1 +21 1 +3 1 1 0-.12 1 0 1 +1 1 +3 ( +6 1 +7 13. c INFILTRATION (Standard=0)(Tight=+12) I 11.10 10.65 I down I 1 3.7- 4.2 1 -5 0 +1 1 1_� I 0 1 .13-.36 1 0 1 0 1 0 1 0.1 0 O 44 44 #4 { 4.3- 5.0 1 -8 I --r 1 -2 1 .37-.57 1 0 1 -1 1 -3 1 -6 1 -1 �"�J6� f ��/ 14. THERMAL 'MASS ul� SF 1 0.1- 1.2 I +4 I 1.3- 2.3 I +1 1 +4 I +2 I +4 ( 1 +2 I i 5.1- 5.6 1 -10 1 -6 1 -S . .58-.82 1 -1 1 -3 1 -6 1 -2 1 -4 1 =8.1 1 -12 1 -15 -16.:1.-20 - -f--- �� 71-767. 1 2.4- 3.6 I -2 I 0{ +1 I I 5.7- 6.2 1 6.3- 6.9 I -13 1 -15 I -8 1 -10 I -6 I 1 -7 1 •83 up I I I I 1 15. GAS FURNACE (SE) 1 3.7- 4.8 I -4 I'Zr -1 I J - 7.0- 7.6 I -18 I -12 I -9 I w 7.5-7.9% '� I 4.9- bTlr -7 I -4 T'` -3 I i 7.1- 8.2 I -2J I -14 1 -11 I Skylight I .1 1 .8 1 1.6 1 3.2 1 4.0 16. HEAT PU11P (EER) 1 6.2- 7.3 1 -9 1 -6 1 -5 I 1 8.3- 8.8 1 -22 1 -16 1 -13 1 1 to 1 to I to I. to I to I 7.4- 8.2 1 -12 1 -8 1 -7 1 1 8.9- 9.5 1 -25 1 -18 1 -15 1 1il`5 1 3.1 1 3.9 1.5.2 17. DUAL PACK (SE, SEER) g,0-8.3/71-767. 1 8.3- 9.7 1 -14 1 -10 1 -8 1 1 9,6-10.1 1 -27 1 -20 -16 1 WOOD STOVE -- - I I 9.8-10.8 1 -17 10.9-12.0 1 -19 1 -12 1 -14 1 -10 1 1 -12 1 1 10.2-11.0 1 -29 .I 1 -23 I -17 1 0-.12 1 0 1 +1 1 +3 1 1 0 1 0 1 0 1 +6 1 +7 0 1 M 1 12.1-13.2 1 -22 1 -16 1 -13 1 1 11.1-11.8 1 11.9-12.7 1 -35 1 -38 1 -26 1 -29 i -21 ( { -24' 1 .13-.36 •37-.57 I 0 1 -1 1 -3 1 0 -6 1 -- 4 WATER a+ATER J C./ ( 13.3-14.5 1 -24 1 -18 1 -15 1 1 12.8-13.5 1 -42 1 -32 I -27 1 .58-.82 .1 -1 1 -3 1 -6 1 -12 1 -. 114.6-15.3 1 -27 1 -20 1 -17 1 1 13.6-14.3 1 -46 1 -35 1 -29 1 .83 up 1 -2 1 -4 1 -8 1 -16 1 -20 TTICZine-7- I 1 I I I 1 14.4-15.2 1 -50 1 -33 1 -32 I I I I I I OTHER - I I 1 1 I Table 3-11. Horizontal South Overhane Points t� TOTAL, POINTS = � � 2Ac Table 3-b. Last-Facin Clazin Pts. Table 3-9. Skylight Points 1 Length Out 1 from Wall South Glazfag I Area, I of floor I 1 I I I Glazing Type 1 ( I Glazing Type I I Total I 1 I ft r Ile - -I Total 1 I I S of Sngl. Dbl, Trpl, 1 1 0-6.3 1 6.4 up I 1 I of I Sngl. Dbl, Trpl, I Floor 1 0- I U- I Q- 1 I I I 1 "able 3-1. Slab Floor Points Table 3-2. Raised Floor Points 1 Floor I (U - I (U - I (U - I I Area 1 0.66- 1 0.42- 1 0.41 I 1 0 - 0.5 1 -2 1 Area 1 1.10) 1 0.65).1 0.41)1 1 1 1.10 1 0.65 1 down 1 1 0.6 - 1.0 • I 2 1 -3 1 1 Int-ils- 1. R -Value of Insulation 1 I 'l -Value of 1 ( I 11points +• I ofnts I ointel ��1'-�1 1 1 1 -2 1' I� I tiun 1 I I Insulation 1 Points I o • 7 +'< 1 up to 1.3 1 -1 1 0 1 0 1 I� u I Depth, I I i I up to 1.3 1 +3 1 +4 1 +4 1 1 1.4- 2.2 1 -3 1 -2 i -1 I 1 1 I I I Inches 1 0-2 1 3-4 1 5-6 1' 7+ 1 I 1.4- 2.4 I +1. 1 +2 1 +2 1 1 2.3- 2.8 1 -6 1 -4 1 -3 1 Table 3-12. Movable Insulation I I 1 I 1 I I below 3 1 -12 1 1 2.5- 3.6 1 -2 1 0 1 0 1 1 2.9- 3.6 1 -9 1 -6 1 -5 1 Points 1 3- 4 1 -8 1 I 3.7- 4.6 I -5 1- 'Z 1 -1 1 I 3.7- 4.2 1 -11 1 -8 I. -6 I 1 0- 11 1 -5 1 -5 1 -5 1 -5 1 1 5- 1 1 -6 i I 4.7- 5.6 1 -8 1 -4 1 -3 1 1 4.3- 5.0 1 -14 1• -10 1 -8 1 1 Moveable Insulation'l I. 1 12 - 15 1 -5 1 -3 1 -2 1 -1 1 J 8- 12 1 -4' I 1 5.7- 6.7 1 -10 1 -6. 1 -5 1 1 5.1- 5.6 1 -16 1 -12 1 -10 1 I Area, S of Floor 1 Points 1 1 16 - 19 1 -5 1 -2 1 -1 1 0 1 I 13 - 18 1 r2 11 6.8- 7.7 1 -13 1 -8 1 -7 1 1 5.7- 6.2 1 -19 1 -14 1 -12 1 I 20 + 1 -5 1.-1 1 0 1 +1 1 I 19+ 1 0 1' 1 7.8- 8.7 1 -15 1 -10 1 -8 1 1 6.3- 6.9 1 -21 1 -16 1 -13 1' --T 1 1 ( I I I ( I 1 I 8.8- 9.7 1 -17 1 -12 1 -10 1 1 7.0- 7.6 1 -24 1 -13 1 -15 I' I 0- 5.5 I 0 I I 9.8-11.2 1 -21 1 -15 1 -13 1 7.7- 8.2 1 -26 1 -20 1 -17 1 ( 5.6 - 11.5 I +2 1 11.3-12.7 1 -25 1 -18 -1 -15 I 1 8.3- 8.8 1 -28 1 -22 1 -19 i I 11.6 - 17.3 1 +4 l 7/7/83 / ; / 3 1 12.8-14.0 I -28 I -21 1 -18 1 ( 8.9- 9.5 1 -31 1 -24 1 -21 1 i 17.6 - 23.5 I +6 I i 14.1-15.3 1 -32 1 -24 1 -20 1 I 9.6-10.1 1 -33 1 -26 I. -22 1 . 1 _23.6+ 1 +8 { - .. r Table 3-13. Infiltration Control 0. Fentvres Points ,--- I Control Features I Points I I I I I Standard I 0 1 ! I I 10.9 air changes per hr I ) 1 I I T- II Tight i +12 10.6 air changes per hr 1' I 1 I I Table 3-15. Cas Furnace Withouc Refrigeration Cooling Points I Seasonal Efficiency I Points I I (SE), x I 1 I I 1 71 - 76 I 0 1 I 77 - 82 I +2 - I I 63 - 88 I +4 I I 89 - 94 I +6 I 95 up i +8 I 8.8 - 9.1 Table 3-16. Peat Pumo Points I Energy Efficiency I Points I I 2ttio (EER) I I I 7.5 - 7.9 t +3 I I 6.0 - 8.3 I +6 I 1 6.4 - 8.7 I +9 I I 8.8 - 9.1 I +12 I I 9.2 - 9.6 I +15 I I 9.7 - 10.2 I +18 I 1 10.3 - 10.9 1 +21 I I 10.9 - 11.5 I +24 I I 11.6 - 12.3 I +27 I I 12.4 - I 13.2 I I +30 1 I Table 3-17. Cas Furnace With Refrigeration Cooling Points ;RefrigeracLad Cas Furnace I I Cooling I SE S I I171 -177 -j83 -159-75-5T 1 1 761 821 881 941 u 1 8.0, - 8.3 1 131 +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +yl +61 +91+10 1 1 4.8 - 9.2 1 4.41 +61 +EI+101+12 I 1 9.3 - 9.7 1 +61 +81+101-121+14 1 1 9.8 - 10.3 1 +31#101+121+141+16 1 1 10.4 - 10.9 1+101+12i+141+161+18 I 1 11.0 - 11.5 1+121+141+1614.181+20 1 I I ! I 1 1 7/7/83 TABLE 3-14 (ADAPTED) 4ASS DWELLING ARFA SMIARF FnaT ZONE 11 INTER•lOR INERTIAL KASS POINTS AREA SQ. FT. 1,000 I A 0 C D A 1,500�2,Op0 t C 0 A B C 0 � A 2,500 8 C D I A 3,000 0 C D ` A 3.S00 0 C � O A 4,000 t C 0 I I A 4. no 6 C �D 4 5_.000 1 t C +7 2 2 2 2 2 2 z012 0 +3 2 2 00 +14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0'0 +7 00. +10 a o al r., 444 +5 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 OI 0 0 0 0 +3 6 6 6 4 4 4 4 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z ! ! 2 ! t 2 't 2 0 2 2 2 0 200 e e f / 6 6 / 2 1 4 4 2 4 4 2 2 2 2 .2 2 2.2 2 2 2 2 2 2 2 2 2 2 2 . 2 0 1 253 10 10 t 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 :' 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 4 2 4 2 2 2 2 2 2 2 2 22 2. 2 2 2 350 14 14 12 8 10 10 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 7 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6• 6 4 2 4 4 4 2 4 4 4 2 I 4 4 2 2 3 4 2 2 S03 18 18 16 10 12 12 10 6 10 10 6 6 N 6 6 4 6 6 6 4 6 6 6 2 6 6 4 2 4 4 4 2 ! 4 4 i j 603 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 I 6 6. 4 2 6 6 4 2 1 703 24 24 20 14 iB 16 lY 10 14 14 12 8 10 10 10 6 10 10 6 6 S e 6 4 6. 6 4 6 6 6 4) 6 6 6 2 1 230 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 R 8 / 18 e 6 6 4 e 6 6 4 6 6 6 i 903 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 3 8 •8 4 6 B 6 4 8 c 1,000 30 70 26 18 ?2 20 20 14 18 18 16 10 11 14 12 8 12 12 10 6 12 10 10 6 10 i0 e 6 8 8 0 4 2 a e 6 e i 4 i 1,;00 32 32 28 20 24 21 22 14 20 20 18 10 16 16 14 8 1/ 14 12 8 12 12 10 6 10 10 10 6 13 10 0 ( ]o e e � 1.200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 6 '12 12 10 6 10 10 g 6 In 10 8 6 1,300 34 34 32 22 28 26 24 16 22 22 20 12 18 18 16 10 lu 14 14 6 14 12 12 8 12 12 10 6 12 10 10 6� 10 :a F. 1.400 34 34 32 24 28 28 26 18 21 24 20 1: 0 20 18 12 18 16 14 10 14 14 12 8 14 14 12 8 ` 12 12 :0 61 10 13 17 o S t.i0o 36 34 34 24 30 30 26 18 i1 24 22 14 22 20 13 12 18 18 16 10 16 16 14 8 14 14 12 B 117 12 10 61 i7 tz 1: 1 e 1 2.000 34 34 32 22 30 30 26 18 13,0 26 26 22 16 22 22 20 14 120 20 18 12 16 18 16 10 16 16 i4 L 14 14 12 8 I 2,500 34 34 30 22 30 26 18 26 26 24 16 24 24 22. 14 22 22 18 :2 20 20 is I: is 13 16 'u 3.000 34 32 30 22 30 30 26 le 28 26 24 16 �24 24. 22 14 22 27 20 14I :2 :3 t= li 1 3.500 32 32 30 20 30 30 26 16 26 28 24 16 26 24 22 14 ! '4 :4 20 14 4.090 - - 32 32 30 20 30 30 26 18 ' to 28 24 If 25 z5 zz 1f 4,500 32 32 2B 20 7U 30 26 lE'j i8: V E S_O03 - 32 T' Ii 20 j IJ - :6 1 A) 1. 31s' Concrete Slab: HC -8.93; R-.29; Factor -7.3 2. 3 3/4• Thick Common Brick: ItC-7.125; R-.13; Factor -7.3 B) 1. 54• Concrete Slab: HC -)4.106; i -.45B; Factor -7.1 C, 8• So11d Filled Block: HC•20.63; A-1.93; Factor•6.1 2. B• Solid Filled Bloc' With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermal'Nass Area: HC -10.164; 11-.M; Factor -6.1 0) 1• Thick Concrete/Tile: KC-2.SS; R-.083; Factor�-3.7 Table 3-19. tonally Controlled Electric Resistance Space Heating Points Points for this measure will 1 I be completed after the CEC I I has approved an Alternative 1 I Component Package for Resistance 1 I Beat. I Table 3-18. Active Solar Space Heating with Cas Points I Net Solar Fraction I Points I (4SF), 1; I I o-6 l o l I 7 - 14 I +2 I I 15 - 23 t +4 I I 24 - 30 I +6 I I 31 - 39 I +8 I 40-47 I ; +10 I I 46 - 55 1 4.12 1 I 56 - 63 1 +14 I I 64 - 71 I +18 I I 72 up 1 +20 1 Table 3-2n. Solar Water Hertino With Cwa Rarle:.n V.,4 - wood stove #33 points•(no back up) casablanca fan + l.point Multifamily (per unitpoints) Floor Area Net Solar Fraction (NSF), z per unit, ft2. "T I Gas Only I 0 I 1 I I seat Pang ( t 0 1 I 1 ( Solar with Electric ( I I ( Reeiscance Backup I I 0.9 10-19 2x-29 30-39 40-49 50-59 60-69 70-79 600-.799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +6 +to +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2,1100 and u 0' 1 +1 +2 +4 +5 +6 +7 +9 All others (pe building points) SUO-899 0 +5 +10 +14 +19 +24 +29 � -+3i- 900-999 0 +4 +9 +13 +17 +it +26 +30 1,00D••1,199 0 +4 •1.7 +11 +15 +19 +22 +26 1,20Cri,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +lc 2,000-2,999 0 +2 +3 +5 +7 +8 +10 +11 3,060 ar.d us -0 +1 +3 +S +5 +7 +S +10 Table 3-21. Other Water Heating Pc e. I System Type I i Points I I I "T I Gas Only I 0 I 1 I I seat Pang ( t 0 1 I 1 ( Solar with Electric ( I I ( Reeiscance Backup I I 1 Meets" the Require- ( 1 I "ante to Pact 2 I 0 i I I I Eleccrtt Resistance I 1 I I Only ; 1 I -40 I r RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC; ONLY) Bldg. Permit # 7CJ?0 _ OWNERlcrsU A.P. �� Lf� ) 2 GENERAL Zoning requirements: (sideyards and number of permitted living units). Valuation. � lans signed by designer.. clergy Design and Compliance. Existing violations on property. PLOT PLAN 7/85 Complete parcel size and dimensions. �2 Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map or compliance document. �C FLOOR PLAN ,4_-_,IComplete to scale plan with dimensions. quired windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec::. 5207). man 'impact glass (Sec. 5406). equired room sizes, ceiling heights (Sec, 1207). F.C.I.'s in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of echanical equipment.. Locations\of water heater, heating and cooling equipment, other electrical or gas' equipment, and plumbing fixtures. �arage firewall; door size, and.,closei (Sec. 503(d)(3)). exterior exit door (Sec. 3304(e)). replace and wood stove location. Smoke detectors (Sec. 1210). s STRUCTURAL DETAILS J� undation plan complete enough;,:to construct building. �/oor construction details complete enough :to construct building. �• ations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. A� replace construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR Exposure I plywood on exposed locations and overhangs. �ardrail airway details: landings, rise and run, head clearance, handrails (Sec. 3306). details (Sec. 1711 & 3306(j)).. Brick or stone veneer (Chapter 30). E -erior plaster— weep screeds (Sec. 4706). 6. roper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. �yU " RESIDENTIAL.PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS JTEMS TO LOOK OUT FOR (CONT'D) age door or porch header sizes. dequate bracing. giving area over garage - complete 1 -hour separation required on garage side nclu Lng supporting walls and posts, etc. e ' 'on three-story dwellings (Sec. 3303 & see Mezannines 1716). is cess and ventilation (Sec.. 3205). erfloor access and ventilation. (Sec. 2516). ood stoves, clearances, alcoves & 1 -hour shafts. f ombustion air for fuel burning appliances. Noise requirements on duplexes. Adobe soils - special foundation design. Retaining walls requiring design. Unusual shape, size or split level house requiring lateral design. Com' YY, )O -s � d- i V !_ISA SORENSEN 429 NORMAL AVE.,. CH ICO, CA .95926 13 March 1987 Mr. Don Forgey Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Christopher Residence 2381 W. Sacramento Avenue, Chico Permit No. 730-87 Dear Mr. Forgey: Enclosed please find structural calculations prepared by Robert Heaton, California liscense # 9192, for the Glu -Lam beam located at the nook/kitchen of the above residence. His calcula- tions call out a smaller size Glu -Lam than originally specified. Please indicate on the plans the 5 1/8" x.9" F 2400, Fv165 Glu -Lam with Simpson ACE 4 post capat each end and Simpson U 2-10 joist hangers as called out by Mr. Heaton. Also enclosed are Mr.'Heaton's notes regarding the studs at the entry. He recoruends a. 1x6 lap wood ceiling at the porch to assure the lateral stability of these studs. Regarding the upstairs bedroom egress; , the following windows should be changed from 4040 to 4046: ** Master Bedroom window on right elevation ** Bdrm. #2 window on rear elevation ** Bdrm. #3 window on rear elevation I believe this covers all the plan changes you required. Thank you very much for your help with these items. If you have any questions, please feel free to call me. Sincerely, Lisa Sorensen 891-693', ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 • (916) 343.8038 JOB 7V CTS oL I O &7V SHEET NO. Of } CALCULATED BY.DATE D _ 47CHECKED BY DATE_ SCALE MW 2D4.1 ®Ix. Gator. Mm 01471. �( o Z i...... . MW 2D4.1 ®Ix. Gator. Mm 01471. 4 5 ro t` td ��Z /�� S I o C-�✓GC=� JOB, -- ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue SHEET NO. OF CHICO, 6) 343-8038 5926 CALCULATED BY a DATE \ CHECKED BY DATE _ SCALE PRwo 2o4 -i n mc. damn M— 01471 ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 343-8038 JOB SHEET NO. l9 OF CALCULATED BY DATE_ �. q.�q CHECKED BY 2— DATE_ SCALE PWWCf toil ®Inc. Gaon. wa 01471. - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PE MIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSES R PARCE/LNUMBER _ /C// [--1 ZONING 415 BU-ILDING PERMIT OWNER -G ,` / / / P TELEPHONE S-2- - SO. FT. OCC, BUILDING VALUATION OWNER'S MAILING ADDRESS 5" lVp CONTRACTOR'S NAME TE PHONE CO TRAC 'S MAILING ADDRESS Fireplace CONSTRUCTIONEN ER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR''ENNsGI,,NEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT ENEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF,N Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other] Describe work: //Vi 1ti Cf%•S �t/2��� -70 -731f —�� I Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e0ov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): R-- am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in ft force and effect. License No. ��� r8A Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.a` �Z0sgft OR ADDNS. ACC. BLDGS. / , NEW CONSTR M U TI.OUTLET 2,50 ea NON-RESID .BRA CH CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. / EX. OCCUp�OUTLETS OR FIXTURES SALO20@30 DALO 30 FIXED PR Ex. Occup. OUTLETS (RESID )EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ---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 shal I be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. Ialso agree s e, indemnif and keep harmless the County of Butte against all liabiliti udgm nts os and exp ses which may in any way accrue against sa' ou n e ence of ranting of this permit. V_ &-e,s X Date LArg-'n"ature of Applicant — Owner El Contr for ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ /,�o OCCUP. CON 9T.TYP! SCHOOL FLOOD PARCEL PD Ho ISSUE This permit is hereby issued under sions of the Butte County Code and/or work. indicated above for which ByaZRJ,�TOROF PUBLIC PERMIT EXPIRE Date the applicable provi- resolutions to do fees have been paid. WORKS 15 Date Ll r6 r VVVV ((11 ( � Receipt No. l WHITE-D.P.W.. YELLOW-ASSEe30R, PINK -INSPECTOR. GOLDENROD -APPLICANT ARMSTRON CONSTRUCTION t_;tte CID BUiIdj.nq Dept. !:._.unt y i :tr Dr . LJ v lle is Attn. Mike Vierra F.". - u -IF. I "TOPHEF RES I DENGE o Add i t i cnal Heating Requirements This is t�- inform %'0U that we will be installing a 40,(*)00 BTLJ gas --fired furnace in the attic space. This unit will. be - conn'ected to the -'existing ducts already in place for the woodstove. The woodstove supply du --t will have a ba--I-::draft damper installed so as to prevent the conditioned air from -the furnace from going bark:: down to the woc,dstove. Should both units be operating at the same time the furnace will probably over power the wc,c dstove resulting in more conditioned air from the wolDdstove going to the downstairs duct system or out the front if w;_---dstc,ve per design. The forced air dUcting for the woodstove is ciperated manually from downstairs cin three switches; 1. Hot air - only forced Out the front of the wciodstove unit, �. Hot air du" -ted to the upstairs, 3. Hot air ducted to the downstairs. Nene cir all or any combination may be used. It is o-ur contention that -the gas-fired furnace will handle the heating lead for the Upsand the woodstc,ve will handle the heating lead for the downstairs. if this sati_fies yQU'r- requirements for additional heating please c c in f i r ire in writing as scion as possible so that we may pri 11_eed. Contact me if YOU have any gUeStions. Thank: YOU r' G�j ✓^%� / Scott Armstrong j rl4d�i,�/y st'Si�Y �/ 4A),�eeG/A,� GV/ %ff- /WP Scott Armstrong 4135 Rio Grande Dr. Chico CA. 95926 (916) 342-8216 AeA?'sZr40N* Norm rYssrCtil MN�W76 When approved, process as follows: Mail to owner (Address Mail to contractorG'D (Name and Address) Call and hold for pickup at office. Deliver with next inspection. lee '14-21 DATE TIME ARMSTRON '' CONSTRUCTION Butte County Building Dept. 3-9-88 7 County Center Drive Oroville CA ATTN: Mike Viera Please find the enclosed letters, documents and energy calculations for the Christopher residence Permit #730-87.These are to substantiate the owners request to heat the residence with only the woodstove with no alternative heat source. The letters from the manufacturer explain the low BTU rating for the woodstove. Apparently the EPA conduct their test as an average burn over three hours with no refueling, consequently a low rating. Also find Heat Loss Calculations prepared by Bruno and Hawkins for the residence. The value is 27862.9 BTU which is below the designated 28324.5 BTU . The woodstove produces 45538 BTU during its first hour of burn, seemingly sufficient for the heating of the home. Contributing to the woodstoves effectiveness is the fact that there is forced air ducting to all areas of the house plus an outside combustion air supply. On top of all of this is the owners COMPLETE understanding of the aspects relating to the stove and to its ability to heat the home. He has researched the stove thoroughly and is satisfied it will preform beyond his needs. He has an unlimited wood source (five acres of mature almonds) to fuel the stove, and is prepared to have this as his only source of heat. To better understand the letter from the manufacturer the Fabco Pioneer Z stove is the one that we have installed. It is actually a Fabco Briarwood XE stovebox that is modified to allow the forced air ducting, therefore the figures for the Briarwood XE are the applicable numbers. If you have any questions please feel free to call me (342-8216) or the owner Michael Christopher (345-4906, 894-3535) and we will be happy to furnish any additional information you need. Also if you will let me know your decision as soon as possible so that we can take the appropriate action. Sincerely Scott Armstrong Scou Aml60Og 4135 Rio Grande [r. {hi0 CA. 95926 (916 3418216 RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FORIA I Q� Raised Floor - /9 - (2) INFILTRATION: Jo ❑ (A) A vapor barrier is required climate zones1 (B) All manufactured windows and slidingglass 16. meet 1972 ANSI Air Infiltration Standards and shallrbescertified hall the labeled. and (C) All swinging doors and windows leading to unconditioned areas .,' shall be fully we4therstripped. Tight - the above standard features plus: bU i I E: CUUN I Y O (D) Continuous infiltration barrier BUILDING DEPARTMENT (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: PPR O V E D (A) Location le Area Glazing %F r in L^ /� Total Bldg _ g Double Triple (►� North ' �j East (3'/ South Cj 7 West Ll Skylights — (B) Shading Iry Shading East Coefficient De rip ❑� South West —1�— � s•/ . rf ❑� Skylights Q (C) South Overhan Length of projection ,SJft. Description ❑ (D) Moveable insulation: Area ft Description 1% (E) Thermal mass Type OwnerZad� Area �Ft.' Floor Area Location- Climate Zone /� Permit No. Compliance path: �. Package ❑ A 11B ❑ C fla'goint System ❑ Bud MIN et g Cher F... ` . MC= REQ'D R -VALUE DESCRIPTION Ft. :INSTALLED ITEMS (1) INSULATION• Location - Area Ft. Roof/Ceiling R. ---. Type MC= [� Wall Ft. HC= ❑ Slab Floor Perimeter Q� Raised Floor - /9 - (2) INFILTRATION: Jo ❑ (A) A vapor barrier is required climate zones1 (B) All manufactured windows and slidingglass 16. meet 1972 ANSI Air Infiltration Standards and shallrbescertified hall the labeled. and (C) All swinging doors and windows leading to unconditioned areas .,' shall be fully we4therstripped. Tight - the above standard features plus: bU i I E: CUUN I Y O (D) Continuous infiltration barrier BUILDING DEPARTMENT (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: PPR O V E D (A) Location le Area Glazing %F r in L^ /� Total Bldg _ g Double Triple (►� North ' �j East (3'/ South Cj 7 West Ll Skylights — (B) Shading Iry Shading East Coefficient De rip ❑� South West —1�— � s•/ . rf ❑� Skylights Q (C) South Overhan Length of projection ,SJft. Description ❑ (D) Moveable insulation: Area ft Description 1% (E) Thermal mass Type Area �Ft.' MC=�`� Location- P HCS Type - MC= Location _ rea Ft. H _- R= Type MC= Location - Area Ft. HCS --- R. ---. Type MC= Location - Area Ft. HC= R a Type MC= Location - Area Ft. HC= Rm Type MC- location - Area Ft. IiC- R= .-___ HEATING LOAD 13. DESIGN CONDITIONS Inside db (-)Minus Outside db Difference... '00 14; TRANSMISSION LOSSES HEATING LOAD db Exposure Sq Ft, U Factor .Temp Diff t Heating Load NOTES Windows .N.... ..C.P.. x ..... t x..... x ...... ....... X Sp x ....... ........ . Y Walls .... .... x ....... x ....... ....... W- x ....... ....... ..... .. S.cp�.Cp.. x .... ?. ... 4, I.S,- cr x .... t.: x ...... ....... .. J+4 - - I - � 5.-a:-4: r X ....... a ) x ...... ....... 2L 7 Roof/Ceiling .... .. x ..... 0 ......... X ...... ......... J.' 77. X.............. x J... x x '4-.Cv 4�1 4, . .. Floor 1�� .IPL ..... x ... !.p .3. 7. .... . A ..... 1z .... J1.7 ' I') Other x ......10t....x .... ........ J: .... ez L 4 ............... x .............. x iLR ................ 15. INFILTRATION 4 *LLL1911)(") 't U00(j) I J (-00 ft'/min ...-ITZ.... XdbTemp Diff �Z$32���, 16. SUBTOTAL HEATING LOAD FOR SPACE ;Z'j $GZ.�I 17. DUCT HEAT LOSS Loss Factor .................. X Line 16 Subtotal......... ............... 18. VENTILATION IN/min .............. X db Temp Diff .............. x 1.1 . ............... 19. HUMIDIFICATION LOAD Inside RH (Desired ......... XMax.* ........ It3imin ................... . @- 100 X Btulhr ................. . ............... (water) gallday .......... X (air) ft'/min ......... . #- 100 = ......... . 20. TOTAL HEATING LOAD ON EQUIPMENT (13tuh) Form N-1 882 BriarwoodLXE with optional Traditional Brass Trim E All�{ i t J LAX i ryo� • _ Yrs' - •N +. 1; 17� , x` IAC ;i A lam. T'• ���r 1t _ 4 1 ,i" . Ar er The Ullttmate maYe--d- fl;Un-�- q = stem... I Custom Plus A custom Pioneer Z installation is limited only by your imagina- tion. And there is absolutely no reason your Pioneer Z installation shouldn't be exactly the way you want it. Where most custom fireplace designs use up thousands of dollars in construc- tion of masonry chimneys and heavy foundation support, the Pioneer Z's self-contained design allows you to invest your money and creativity where it counts — inside your home. Many Pioneer Z installations are sufficiently lightweight, including masonry facing, to not require any extra foundation support. Best of all, instead of a very ex- pensive hole in your wall, you'll own an extremely efficient, clean - burning and handsome sup- plementary energy source. Pioneer Z Features: • Heats up to 2,500 square feet with max. 57,000 B.T.U. output • Standard Neo -Ceram high temperature glass door • Low pollution Clean -Burn airflow design • Secondary combustion burns smoke and gases, constantly cleaning the glass door surface • Standard outside combustion air draw • Easy to use baffle and air inlet controls for rate of burn • Automatic draft compensator • Standard 640 CFM dual blower variable speed fan systems • Provides overnight burn duration ❑ Optional Supplemental Furnace Kit (SFK) for ducted heat distribution ❑ Optional remote thermostat control ❑ Optional trims and colors Minimum Clearances for Sample Installations: 24 1 24'h' min. O O 617 50" rough opening Unit is 48" wide 20" Non-combustible hearth 48- min. cignr mro comer PLEASE NOTE: These installation clearances provide only partial instructions for correct Pioneer Z installation. DO NOT begin installation without consulting the appropriate installation manual for complete specifications. CERTIFICATION: The Pioneer Z is listed for use in residential or mobile homes. Tested to U.L. 127 and U.L. 391 by Pacific Inspection and Research Laboratory, I.C.B.O. TL122, File #82-236. Pioneer Z with optional Classic Brass 'flim 7 1 '.iw6 JAIWOM'r ,y 7ii+irt tr_77 . t. Optional SFK LIZFurnace Add -On , � r The Pioneer Z Supplemental '" ' optional ' Furnace Kit (SFK) is engineered to outside remote extend the heatingcapacity of combustion thermostat ca P Y air draw your Pioneer Z fireplace to your entire household. It offers the convenience of thermostatically controlled forced air heating from , your woodburning fireplace, ; which is especially effective at heating rooms that are distant from your fireplace location. Please Note: Independent ducting is recommended for Pioneer Z SFK instal- lations. If you choose to share forced airy ' , �• ;� _ ducting with another furnace, services of a F' h� ,, r� �--*.,�-..' _ -�.,., ';r -K. t•' licensed heating contractor must be ob- tained b tained to assure our to compliance local ~ P Y 1180CFLE­rfi` +. building codes. Trim Accessories for Fabco Stoves, Fireplaces and Fireplace Inserts: CICSSiC available in polished brass finishes �j Tlraditlonal *. available in polished and antique brass finish I� Classic Cane available in polished brass finish 'No matching upper flange trim is available in Traditional pattern. NOTE: All units are shipped standard with metallic brown paint and trim. Brass trim kits are available as options on all Fabco units. Addi- tional trim options may be available from your Fabco dealer. Briarwood Insert Dimensions: Q 41,12" 4" . Max. ' _ •--12" Min.-. Combustible Trim Briarwood II - 5". XE - 81/." I 20"iMin. -------am" Min — — — — — — M. Briarwood Fireplace Inserts With modular versatility, the Briarwood Insert series provides the perfect complement to those masonry fireplaces that don't need or cannot adapt to larger insert design -s. This is not to say that the Briarwood II and Briarwood XE Inserts don't heat! Like their stove and fireplace "cousins," these Briarwood inserts provide an amazing amount of value for their cost, with big ceramic glass doors, high efficiency Clean -Burn airflow design ,and clean modern looks. But one outstanding feature of the Briarwood Inserts is how well they work not only for normal fireplace installations, but also in the problem situations — narrow or short firebox design, outcrop- ping masonry facings or installa- tion into fireplaces in small, enclosed rooms. Wherever you choose to install your Briarwood Insert, you're sure to be pleased with the results! Briarwood Insert Features: • Briarwood II Insert: Heats up to 1,200 square feet • Briarwood XE Insert: Heats up to 1,500 square feet • Standard Neo -Ceram high temperature glass door • Low pollution Clean -Burn airflow design • Secondary combustion burns smoke and gases, constantly cleaning the glass door surface • Easy to use baffle and air inlet controls for rate of burn • Provides overnight burn duration ❑ Optional polished ash fender and trim ❑ Optional 400 CFM variable speed blower ❑ Optional trims and colors Combustible Trim 'h" Thick Max. Direct Connect: Combustible Mantle 6" Oval -Flex round to oval 28iA"-� Min., 1231h.. p 19 i '/x" 21W Min. 30" 21" � I U Briarwood Fireplace Inserts With modular versatility, the Briarwood Insert series provides the perfect complement to those masonry fireplaces that don't need or cannot adapt to larger insert design -s. This is not to say that the Briarwood II and Briarwood XE Inserts don't heat! Like their stove and fireplace "cousins," these Briarwood inserts provide an amazing amount of value for their cost, with big ceramic glass doors, high efficiency Clean -Burn airflow design ,and clean modern looks. But one outstanding feature of the Briarwood Inserts is how well they work not only for normal fireplace installations, but also in the problem situations — narrow or short firebox design, outcrop- ping masonry facings or installa- tion into fireplaces in small, enclosed rooms. Wherever you choose to install your Briarwood Insert, you're sure to be pleased with the results! Briarwood Insert Features: • Briarwood II Insert: Heats up to 1,200 square feet • Briarwood XE Insert: Heats up to 1,500 square feet • Standard Neo -Ceram high temperature glass door • Low pollution Clean -Burn airflow design • Secondary combustion burns smoke and gases, constantly cleaning the glass door surface • Easy to use baffle and air inlet controls for rate of burn • Provides overnight burn duration ❑ Optional polished ash fender and trim ❑ Optional 400 CFM variable speed blower ❑ Optional trims and colors -V (74 5*Y g4A. 04 N", ,� . Z6 7 v X WA R 944 :N . . r - ;. AVERAGE EMISSIONS ,52 EFFICIENCY PERFORMANCE Non -Catalytic Standard SMOKE 10.9 grams/hour ndard 15 until 07/88 LJ 9 after 07/88 EFFICIENCY 70.0 % No DEQ Standard HEAT OUTPUT RANGE.- -w 12,587 to 28,D62 Btu/hour Manufacturer: Fabooln.c.. 4v < 7 n the state of Vt!' Pt. MAXIMUM OUTFUT L-... ♦CITIES ZONE 11 (Butte County Valley BUILDING HEAT LOSS BUILDING ZONE 11 (Butte County Valley Area) -------------------------------->------- '--' --77����j�((fi�t WINTER DEIGN TEMF'EF.ATURE• WITH 301 OVERSIZING R SETBACK THERMOSTAT SUMMER DESIGN TEMPERATURE, 95 --100- 29 (1000 BTUH) FLOOP. APER FLOG? RREA PERCENT GLASS SO FT -------------------------------=------------------------------------------- 18 SG FT • .----------------------------------------------------------=-- ' S0 it 12 13 14 15 -- ---------- ---------500 16 5 0 0_ 8. i 8.2 8. 4 8.5 B.r- 3. 8 8. 9 10. 0 ^ 17. 0 17. 2 V. 4 17. 6 17. 7 ' 17. 10. 0 e0�+ 9. 5 9: 7 9. 8 10.0 10 2 lE. 10. 5 11. Ol- 20 1 20.3 20.6 . 20.8 21 0 21.2 21.4 7?6 10.9 11. 1 11. 2 11.4 11 t 11.8 12.0 11. 9 2=. 2 23.5 23. 7 24. 0 24 2 24. 5 24. 7 S 0 0 12. 2 12.4 12.7 12.9- ' 1 1 13.3 13. 5 12. 9 26.3 26.6 26.9 27.1 27.4 27.7 28, 0 900 13.6 13. 8 14.1 14.3 14 6 14. 8 15. 1. 3. 8 29. 3 29.7 30. 0 30. _ 0. 6 31. 8- 31. ' 2000 14.9 15.2 15. 5 15. 7 1E 0 16.3 16. 6 14. 3 32. 4 32. Z. ia. 1 33.4 �� fi 34..2 _.4. 5 1103 16. 2 16. 5 16. 8 17. 1 17.4 17.8 18. 1 17. 1 35.4 35.,8 36. 21 36. 6• 37. 0 37.4 37. B 1290 -17.5 17.9 18. 2. 18.5. 18 9 19. 2 - 19. 5 18. 2 :8. 4 38.8. 39.3 39.7 40 1 40, 0 41. 0 1=@� 18.9 19.2 19. 6. 19.9 2E 3 20.7 21. 0 19. 41.4 41:9 42. 4 42. 8 42. 3 43.8 44. 2 1400 20.2 20.6 21.0 21.2 21.7 22.'1 22.5 20. 3 44.4 44. 9' 45.4 45.9 46. 4. 47.0 47..5' 1"Li0 21.5 21.9 22.3 22.7 23 1 ' 23.6 24. 0 21.4 47. 4 48.18 48. 5 49.1 49 6 50.1 .50. 7 1600 22.8 23.2 23. 7 24.1 24 6 25." 0 25. 4 ' 22. 4 . 30.''4 '51.0 51.6 52.2 52.7 53.3 53.9 1700 24. 1 24.9 25. 0 25, 5 :E 0 26.4 26. 9 23.5 53.4 54.0 54. 6 55. 2 55 9. 56.5 57. 1 1300 25.4 25.9 26.4 26.9 27.4 27.9. 2e.4 24. 6 56..4 57.0 57.7 58,_3 59' 0 59.6 60. 3 1500- 26.7 27.2 27.7 28.3 28.8 29.3 29.8 25.6 59:4 60.1. 60.7• 61.4 62.1. 62.8 63.5 2_� 28. 8 28.5 29. 1 29.6 36 2?8 X31 3 f 26.6 62. 'r 63. 1 � 63. 8 64. 5 65 .2 26.5 27.4 28.4 83 ir MAXIMUM OUTPUT CAPACITIES ZONE 11 (Butte County Valley Area) -------------- BUILDING HEAT =------- -------- GF , 4 0 Zaav' '--' (1000 BTUW SUMMER DESIGN TEMPERATURE, 95 --100- FLOOP. APER PEP.CENT GLASS _ SO FT -------------------------------=------------------------------------------- 18 11 12 13 14 15 16 500 9.1 9.4 9.6 9. 8 10. 0 10.3 10. 5 9. 8 10. 0 ^ 10. 2 10.5 10. 7 10. 9 11. 2 600 10. 0 10. 3 10. 5 10. .8 11. 1 11. 4 11.-6 10. 7 11. Ol- 11. 3 11. 5 11. 8 12. 1 12.'4 700 18.8 11.2 11.5 11.9 12.1 12.412.7 11. h 11. 9 12. _2 12.6 12. 9 13.3 13. 6 800 - 11. 7 12. 8 12.4 12. 3 13. 1 .13.5 i?. 9 12. 5 12. 9 13. 3 13.; 6 14: 0 14. 4 14. 8 900 12.5 12.9 13.3 13.7 14. 1 14. 5 14.9 13. 4 3. 8 14 2 14: 7 15.1 - 15. 5 16. 0 1000 13. 3 1. 8 14. 2 14. 7 15. 1 15.6 16. 0 14. 3 1 . .7 15.2 15. 7 16..2 •16.6 17. 1 1100 14. 1 4. 6 15. 1 15.6 16. 1 16. 6 17. 1 15.1 1 .7 16.2 16. 7 17.2 17.7 18. 3 1200 14. 9 15. 5 16.0 16. 6 17. 1.. 17. 6 18. 2 16.0 16. 6 17. 1 17. 7 18.3 18. 8 19. 4 1300 15. 7 16. 3 16. 9 17.5 18.1 18. 7 19. 16.8 17. 5 18. 1 IS.'7 19. 3 19. 9 20.5 1400 16. 5 17. 1 17. 8 18. 4 19. 1 19. 7 20. 3 17. 7 18. 4 19. 0 19. 7 20. 4 21.0 21. 7 1500 17.3 18.0 IS. 7 19.3 20.0 20.7 21.4 18. 5 itri 19. 3 20, 0. 20. 7 21.4 22. 1 22. 8 1600 18. i 38. 8 19. 5 20. = 21.0 21. 7 22. 4 . 19. 4 14 • 20.1 20. 9 21. 7 22.4 23.2 23. 9 1700 18.9 19.6 20.4 21:2 22.0 22.7 23.5 20.2 21.0 21.8 22.6 23.4 24.2. 25.1 1800 19. 6 20. 5 21. 3 22. 1* 22. 9 23. 7 ' 24. 6 a .21.0 21. 9 22.823.6 24, 5 ' 25.3 26. 2 1900 20.4 21.3 22.1 23.0 23.9 24.7 25.6 21.9 22.8 23.7 24.6 25.5 26.4 27.3 2000 21.2 22.1 23.0 23.9 24.8 25.7 26.6 22.7 .23.6 24.6 25.5 26.5 27.4 28.4 Post Office'Box 9 3C__ - Eagle. Idaho 83616 Retail: 208/939-8218. - - Ntlolesale: 2081939-0420 January 13, 1988 Dear Fabco .Dealer,. �- The :following ..FABCO -prod-ucts :have been • approved by _t-he . Oregon DEQ for '1988. _ _ -Briarwood II Grams/8r. : Freestanding Stove,7.7 Masonry Fireplace Insert 7.7 . 'Zero-Clearance 'Factory-Bui-lt-Fireplace .:7, 7 Briarwood XE Freestanding Stove •9 Masonry Fireplace insert ;:.. b•9. Zero-Clearance �Faetory-Built Fireplace. Eagle Masonry Fireplace Insert .72 5' Pioneer `Zero-Clearance Factory .Milt �pizeplace :7 • Applications for EPA approval. have been . submitted :and vie _ expect approval in.the hexa f-ew months I have .enclosed copies''of :DEQ certificates, .w3,th tempora .. . and permanent :label facs.imiies. = Please note the :ioAv BTU.:output ion high setting !with `.lar e fireboxes -on non-catal ic. units. 9 g ]'t' . 'iiia is ., test procedure quirk which is ' curreatly . being"'.'' OV 0W_ y.: The Bkia�tooOd XE'°' < actualllr produced. apptV.xi_btel ,45,`538, a :daring the amour of the h� Jh Burn test, i Z, ur3ng thew oat -- _ and 370 -BTUs using the third hour of -hi_gh burn. The BTU's are then averaged over the "length -of the .-burn..'I' lost `sma11 stoves consume all the fuel in .approximat.el.y' °1 hour or less. Larger, F A��_ deeper fireboxes -take longer to burn :the-fuel. in- the back.- -The result of averaging the'BTU's over a longer burn time. aL'N."tom].: - •h+CY .. . n... � .. ... ._ .. ... _ _ _ ._ .. -!t-.J Jt I EXAMPLE Stack Vista 640 Alladin Quadrafire.3009 Brass Flame K5-1005:SV-14 60,104 BTU 45,283 'BTU 36,755 BTU 8.6 lbs .11 .5 12.1 lbs. Elmira 2100:2100.1.3i"7 13.5 lbs. 1" BTU Fabco Briarwoo d )CE (�2 �46. TU .15-5 lbs These stoves show the at * eady-trend of lower '"high range" -BTU's as the fireboxes get larger. Fortunately customers.,, do not 'heat their houses.on high settings. EPA uses .an average -BTU`for" heating a'home,-.,of,­,15,000.:. out The end result is tbat.-bcIgh burinrate-RTU out Ut is . very deceiving. and will 'have. little to no :impact ,on -daily .. operation.- A ­true comparison `of stoves onn-higb sot-tiXig­wbuld be during. the first hour of the burn, -rather than averzkged` over -the.- length of the burn. The-custome'r will get more beat -out of Jakg.er fireboxes than deceptive efficiency labels-showo. 0 ` ----- A� uq t ea - TV i27U �Aw q espepre . LV 8 Culled ident: m m r ELECTRICAL 5F-R\/ICF METER GA:5 5ERVICE METER REAR ELEvATioN HORIZONTAL SIDING TO MATCH EXI5TING HOU5E, OVER 5/5" 0.5.8. WITH6d NAIL5 AT 6 / 12. COMP051TION ROOFING OVER 15# FELT OVER 1/2" CDX PLYWOOD OR 058 WITH Sd'5 AT 6", 12" C/C. PITCH S / 12 1 "X4"TRIM COMP051TION SHINGLE ROOFING FA5CIA WITH GUTTER CONNECTED To 2"X5" POANSPOUT5 IGHT 1 "X6" TRIM SEG -TION A 5CALE: 1/4" - V -O" ELEVATION ,ALE: 1/4" a 1'-O" 1 8” OVERiHANG - TYPI(CAL FITCH 8/12 t&- fdw-p "4v a ad W, a a � 6 VI 3/8' SHEAR PLY, USE 8d COMMON OR Bd GUN NAILS (DIA. = 0.131') EDGE NAIL AT ALL PANEL EDGES J AND FIELD NAIL AT 12' O.C. y 2X STUDS AT IV O.C., UNO., Z—P.T. SILL WITH 1/2' DIA THREADED ROD EM$EOED.6' (E) CONIC. INTO SIMPSON ET EPDXY SLAB—ON—GRADE l;.N. C li FINISHED GRADE, 6' MIN. SLOPE AWAY FROM FND. TYPICAL SLAB FOUNDATION. DETAIL NO SCALE W702 T V, OVERHANG - TYPICAL SOLID SLOGKING - OMIT a S' 6/G FOR 5CREENED EAVE VENTS 5CALE: 1/4" - 1'-O" 1. ROOF PITCH SHALL EE 95:12, TYPICAL. 2. ROOF COVERING 5HALL EE COMP051TION SHINGLES OVER 1/2" CDX or 058 WITH 5d'5 AT 6", 12". S. PROVIDE; ATTIC VENTILATION EQUAL TO 1 50. FT. VENTILATION PER 500 50. FT. OF ATTIC AREA. IN5TALL 22 5/5"X 5 1 /2" EAVE VENTS AT 6'-O"G/G AND GABLE END VENT5 PERK EXTERIOR ELEVATIONS. 4. 15 - 1 2d NAIL5 AT EACH TOP PLATE 5PLICE - UNLE55 OTHERWI15E NOTED. 5, ALL HEADERS 6"X 1 O" DF # 1 UNLE55 OTHERWISE NOTED. 6. A355 AT45" C/G ROOF PLYWOOD: 1/2" APA RATED EXTERIOR (52/16) PLYWOOD OR 058. APPLY FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH &d AT 6" C,/C, EDGE ANL' 12" c/c FIELD. EDGE NAIL AT GABLE ENV5, DRAGS (ATTACHED TO 5TR:AP5), BLOCKING AND AT ALL SUPPORTED EDGES. EXISTING GA5 5ERV4oE METER - ASANDON EXI5TIN6 UNDER -SLAB PIPIN6 AND REROUTE TO HOUSE. EXISTING ELECTRICAL 5ERVICE METER - 5UPPORT 4 RE5TOKE PANEL 0 I N R16HT51DE ELEVATION :ALE: 1/4" = 1'-O" ROOF TRUSSES. BY OTHERS ROOF PLY. do NAILING PER PLAN-- SOLID LAN` SOLID BLOCKING 1 !� '--A35'$ AT 24' O.C. FASCIA AND TRIM BY OTHERS /j E.N. SHEAR PER 1/- 10,11 EAVE DETAIL NO SCALE 24'-0" GARAGE BEAM PER CS16 STRAP TO PLAN CONT TO PERP D.T. PLATE-` END OF WALL \I i 1t ST22 AT --l/ i t II\ 1 ! T114 TRIM AS REGD ST18 E -S.---' ' 1 —4x POST i •II I 4x POST--_, I I I I SHEAR PLY & NAIL r/ PER DETAIL 1/- - GARAGE PORTAL DETAILS tic) SCALE w7o? a0,0 LOOS? FL��t 5CALE: 1/4" - 1'-O" 80"70 ti. 2 4„x 5 6„ !t! v Z 61Zz < votun w aAO�I- �z�zz �QOEDLU wi s =V-QCLO E Vri-1luIY ILIzam <� �0) x �<lu =AQ —Q' >LuLu pAv WvV6) < wl>_< 4 -Iwo 'wI-<lu N �I$-iala-Olx- in a I t >� tau U iL{ z Ix ® < v v w Q z V- W V, } i4{ z r Z ll! ul $n d V � < N jfntt tV x L O 5q,Ft LIVEABLE 5 7 6 5q,Ft GARAGE 0 5q,Ft COVERED PATIO DATE: 5/6/2005 5CALE: 5HOWN it STORY PA&Z G0PY'RI6HT 2005 10-0 Plans\Hughes Garage\Chnetopher Garage.layout 30) ail I N EXI5TING CONCRETE I SLAB FLOOR \ F ------.----1 I -----------69I i I fi� f I � o xQ I i 24F-VZ" 24F -V4 4 in GLU LAM BEAM I I GLU LAM BEAMI a0,0 LOOS? FL��t 5CALE: 1/4" - 1'-O" 80"70 ti. 2 4„x 5 6„ !t! v Z 61Zz < votun w aAO�I- �z�zz �QOEDLU wi s =V-QCLO E Vri-1luIY ILIzam <� �0) x �<lu =AQ —Q' >LuLu pAv WvV6) < wl>_< 4 -Iwo 'wI-<lu N �I$-iala-Olx- in a I t >� tau U iL{ z Ix ® < v v w Q z V- W V, } i4{ z r Z ll! ul $n d V � < N jfntt tV x L O 5q,Ft LIVEABLE 5 7 6 5q,Ft GARAGE 0 5q,Ft COVERED PATIO DATE: 5/6/2005 5CALE: 5HOWN it STORY PA&Z G0PY'RI6HT 2005 10-0 Plans\Hughes Garage\Chnetopher Garage.layout