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HomeMy WebLinkAbout047-740-025047 -.'%46 -DZ -15 02 - 0 35 8 SCI-IUSTER, STEPHEN D LINDBURGI-I CIRCLE, Coe NSF -3 BR W/GARAG E 047- 7� 0-0; r 02,2126 JEHLE, BOB 13976 LINDBURGH CIRCLE, CHICO CONT: EVERGREEN DEV. GROUND MOUNTED SOLAR PANELS 047-740-025 02-3227 JEHLE, ROBERT 13976 LINDBERGH CIRCLE, CH CONT: EVERGREEN DEV. GROUND MOUNT SOLAR PANELS PZZ 047-740-025 03-3165 JEHLE, BOB & MARY 13976 LINDBERGH CIRCLE Im Cont: PERFECTION POOLS NEW SWIMMING POOL 047-740-025 05-0693 lot JEHLE,BOB 13976 LINDBERGH CIR, CHICO Cont: DOSS CONST SOLAR EXP FV;X � NOTES RESIDENTIAL 047-740-025 05-06931 PERMIT NO. ' 13976 LINDBERGH CIR, CHICO Cont: DOSS CONST u SOLAR EXP r CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch .3. Sewer; Location -Test -Fall -C/O -Concrete Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG Alum. Awn.; Colt; mns-Con nections-Splice- Decal- Enclosures 7. Well Clearance & Disconnect 6. 8. Utility Clearance 7. Electric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 10. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Ext.; Steps -Doors -Landings 3. Gas; MH Test -Demand -Valve -Connector 12. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector. 7. Water and Sewer Connected -C/O to.Grade-HD Approval Date 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Tie Downs -Type -Installation Cert. POOLS (Plans) OK except #'s 10. Exits; Insp.-Sketch 1. _ 11. Cert. of Occupancy 2. Soils; Compaction -Structure Stability Date Card B-1 Date Card B-1 Date Card B-1. Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Gas; MH Test -Demand -Valve 8. 5. Electricity; MH Test 6. Water; MH Test Health Department Approval :7. Water and Sewer Connected 10. 8. Gas and Electricity Tagged _ 9. Exits _ 10. License Decals Enclosure; Fencing -Alarms _ 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Colt; mns-Con nections-Splice- Decal- Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test _ 11. Light Niche " 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Property Line Firewall & Openings 22. Gas Pipe; Sixe & Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 23. Fire Sprinkler; Test Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 59. Glazing Area -Glass Protection -Skylights -Plastic 24. Fixture & Transformer Clearance -Ins. Protection Shear Walls; Nailing -Bolts 25. Elec. Receptacles Spacing -Lights & Switches at Doors 61. Brace Interior/Exterior Wall Panels 26. Size Boxes & No. of Conductors Stapled 62. 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Date 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No 64. 32. Service -Riser Conductors & Ground Main Disconnect 65. 33. Equip. Clearances Panels-Motors-Mech. Equip. 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Stairs & Rails Card B-1 Date Card B-1 Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 78. Card B-1 Date Card B-1 Date 79. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Insulation -Foam -Looked in Attic 41. Sills Proper Materials & Anchors Guard Rails & Deck Construction -Post Caps 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 43. Bearing Walls over Girders & Floor Nailing Clearance Looked under Floor ❑ Yes 44. Draft Stop in Walls (rat proof) Following Instld./Ddve O Yes O No/Walks O Yes O No/Planters O Yes O No �., 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Stucco Brown -Finish 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. I nfi Itration-Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Ddve O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT.SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (630) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect. License Class : License Number: Dale: Contractor: 'OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' Stale 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 that he or she Is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Profesgions Code) or that he or she Is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally 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' Stale License Law does not apply to an owner of properly who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for 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.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Pgofessions Code. The Contractors' Slate 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' Slate License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: __ r�__Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 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 It: AT"'[ certify that In the performance of the work for which this permit Is Issued, 1 shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor. Code, I shall forthwith comply with those provisions. Dale: t:yt CD4,1 V = - f ri S Applicant: An.. til/Yq_ \ 1G� (Id= r'' WARNING: Fallure 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. - 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.) Name: Address: PERMIT NO. 13P050693 - Issued Date: 04/04/2005 APN: 047-740-025-000 Site Address: 13976 LINDBERGH CIR CHI Map Index: Description: GROUND MOUNT SOLAR VOLTAIC SYSTEM, EXTENSION OF EXISTING SYSTEM. Owner: JEHLE FAMILY LIVING TRUST C/O JEHLE ROBERT W & MARY E TRUSTEES 13976 LINDBERGH-CIR CHICO, CA 95973-8511 Applicant: EVERGREEN DEVELOPMENT SCOTT JACKSON 2530 STE. B. ZANELLA WAY CHICO CA 95928 (530) 894-5590 Contractor: DOSS CONSTRUCTION, GLENN 4911 VILLAGE DR FOREST RANCH, CA 95942 530-342-1293 License #: 772530 Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: 42.,i This parr 't Is hereby Issued under the appilcable provisions of the Butte County Code and/or Resolull o work Indicated above for�yhfch fees have been pald- W T I By: Da - PERMIT EXPIR ON: O ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19627.5 of California Health & Safely Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter `upon the above mentioned properly for Inspection purposes. Prlhl Name: ern el I e-�aLfG�b h Signature: Date: rn , C/' 0 Owner ❑ Contractor ys.Agent for Owner ❑ Agent for Contractor - n n n..a.u..., o,._;i n1_1r._nd nn 1 (& e'7A &' s ) Robert D. McGhie Job 46V6e.G4P-Q64a Structural Engineer Sheet, — of 4205 Aqjou Ct. Date 4- VS Chico, CA 95973 By 9 Om Checked by (530) 891-090-3) it t 1----i - - - T- it Ole T----r--i - - - T -it- - - -1 --- T --- F -4-4 14 4, i --- r rr--- T-- I- --I + .... . .. L .-L A --- I ------ I--- A� -7 it I I I it 4 cv� so I if it if .. . .... I Pl- t 1 N 12320' _4 '0Fr it if I I --F AV...... . Li j-. if if S TTE 00W,� :BU- BULNiNG'DIM 0\/F�D ON I I i i I i I i i t F� 116.- f - _ -- - '-- L -1 --- L__.. t it --- t---r---r-'- t-- -, r I i I 1 1 t j. [\3� IIIIj i i I ---J---J----L--'�---'---.J__. 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I. 14> ----;---r---r--'T---r------------r--T---}--- ---�--7T.a �f-T._,-----i'---1---T---r----I---T--�-i----t---7---r ___--(--'-r--T'--'1---r---i--i---r---e---T`---._—T--7------ -.-.. .}_'__-r _`-. l'_---}---1'---1`_-T---.r _._..i----�---t--- I 1 I I I 1 I i I I 1 I I 1 I I I I 1 d t i I I I I I I 1 1 1 I I I I I 1 I 1 I I 1 I i 1-- 4-1 I I 1 1 I 1 I I I I I i I I 1 I E 1 I 1 I I i 1 I 1 . ! i i 1 1 ... .. !.. _L_ .J ___1. _Lryy_.gJ _. _�L___ -L _ J_.... L 1 .. ._i..._S ..-piL�-•ry-�J__-S-_ !_ .. J IS £060-168 (NO Xq paijootlo XU £L696 dD `ootg3 3o — loads ``w -V 9lig /p qof •iJ nofuv SOZb noutnug leimon:gS aigJoW •Q ljogoA BUTTE COUNTY DEPARTMENT OF DEVELOPMENT,SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (630) 538-7541 PERMIT NO. BPO50693 ti. G. rtuuorng rermn v 1 -w-vv vu 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/04/2005 APN: 047-740-025-000 the Business and Professions Code, and my license is in full force and effect. % License Class: License Number: Site Address: 13976 LINDBERGH CIR CHI Date: Contractor: Map Index: Description: GROUND MOUNT SOLAR VOLTAIC OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the SYSTEM, Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a EXTENSION OF EXISTING SYSTEM. permit to construct, alter, Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for .such permit to file a signed statement that he or she Is licensed pursuant to the provisions of Owner: JEHLE FAMILY LIVING TRUST 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 C/O JEHLE ROBERT W & MARY E she is exempt therefrom and the basis for the alleged exemption. Any TRUSTEES violation of Section 7031.5 by any applicant for a. permit subjects the 13976 LINDBERGH CIR applicant to a civil penally of not more than five hundred dollars ($500).): CHICO, CA 95973-8511 ❑ 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' Stale 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 Improvements are not Intended or offered forEVERGREEN Applicant: DEVELOPMENT 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 SCOTT JACKSON sale.). 2530 STE. B. ZANELLA WAY I, as owner of the property, am exclusively contracting with CHICO CA 95928 licensed contractors to construct the project (Sec. 7044, Business (530) 894-5590 and PFofessions 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' Slate License Law.). ❑ I am Exempt under Article 3 ofthe Business and Professions Code Contractor: DOSS CONSTRUCTION, GLENN ` Dale: �7wner: "� f� WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 4911 VILLAGE DR O 1 have and will maintain a certificate of consent to self -Insure for FOREST RANCH, CA 95942 workers' compensation, as provided for by Section 3700 of the 530-342-1293 Labor Code, for the performance of the work.for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as License #: 772530 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: Architect: Carrier: Engineer: Policy If: Ad"'I certify that in the performance of the work for which this permit Is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Total Square Ft: 0 S. F. and agree that If I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Valuation: $0.00 forthwith comply with those provisions. Census Code: �t�J Date:.1 aX--�17 Applicant:OF WARNING; Fallure 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 � I; compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. 5111Q(✓) CONSTRUCTION LENDING AGENCY This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or 1 hereby affirm that there Is a construction lending agency for the of the work for which this permit Is Issued (Sec 3097 Clv.) Resoluta o work Indicated above for Orch fees have been paid:• -- 411 performance Name: BY Dale: PERMIT EXPIR 1 - �� ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that 1 have read this application, that the'above Information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. 1 acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of County to enter the above mentioned property for inspection purposes. Butte /upon Print Name: ^ •�� t� t Q �K -K—�� ►� Signature:G Date: 0 Owner ❑ Contractor Agent for Owner ❑ Agent for Contractor ti. G. rtuuorng rermn v 1 -w-vv vu 1 `.\1111111///////i,/i . • 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 OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Name 4j IQ First Nat, a O13 Address 0'776 CI r City tL a State Zip K973 Phone C)1 0.7 Fax E-mail CONTRACTOR ARCHITECT/ENGINEER Name OSS f _-n,L IFloodzone Address Z5'3 O ffl,-mel(Q L Lj t, City 4!�'ki'� State 6q Zi 9y2B Phones q# 55T� Fax g'ej cI _ p J I E-mail Lic. # 7 72_S30 Class APPLICANT SIGNATURE X For office'use only: ARCHITECT/ENGINEER Name IFloodzone Address Occ. City at Zip Phone Fax E-mail State License Number APPLICANT SIGNATURE X For office'use only: APPLICANT NAME Name IFloodzone Address Occ. City 2530 Ste. B a zip Phone Chico, C X5928 E-mail Planner APPLICANT SIGNATURE X For office'use only: Zoning Property/fd ,, / r nWbt/o � 6 IFloodzone SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. 669,5, ' LW BIN #. LOCATION API -7yv -'.5�' Property/fd ,, / r nWbt/o � 6 "Y CGt,,c-a Cross Street 6d r y.2 T4 ✓ ,1 _ "fY�. Other / 53, 9 7 Total . WORKER'S COMPENSATION Policy Number •-723 Carrier &a I to- r f3,ojs�5 57F If hiring anyone other th n license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: t.—' M4 d1f Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: ll 17 Bldg Receipt #: .� (714 �� SRA SRA SMIP Dater/ Other / 53, 9 7 Total . Page 1 of 2 REV 7-27-04 S , SUBMITTAL & PERMIT REQUIREMENTS Do SS 1— I c— 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. (Note: Not required for additions to mobile or modular homes.) — ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and 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).. r R ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. ' Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4, NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS 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 K1FORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -Bo 1LDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: N V / / G ASSESSOR PARCEL NUMBER , // <" Proposed Building Use:/Q,� �y5�'�'1ir>�t'�S�(/�P rmit Technician: 7 V. Date:�(� Items required in order to apply for a permit. "All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 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.) T 15. Sanitation and site plan approval from the Environmental Health Department in PCfiico ❑ Oroville, as applicable ❑ 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 ........................................... ❑ 19. Erosion Control Plan Required........................................................................ P" 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:... ✓....G ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ g� 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, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone Q S'�°G C7CY and hold for pickup. I have been info ed of the above items and requiremeis for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter k2AIQ al items requintract design ow was advised of the above data by phone, ❑mail, ❑counter, by G Date: 6 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. SL-" A 1 (6--1 I 1 f--, PROPOSED BUILDING USE filar U0I- 4 ��-�l�s461n 0175 a6'1 BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # _1 �sL Q.V5 DATE�� RECEIPT # DATE REC t�;� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT S DATEOS— Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9,.and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) o�Q�T"tENr ° � o � a o o < a o Act U N'\ �L/c WORD`` . Department ®f Public Works J. Michael Crump, LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement FLESS THAN 1 ACRgJ Project Description: � �o n� 1/11 a u hie e( S d( a r-- G r t,4 T1 -p- Project Location and/or Parcel Number: X17 - 7 4 o - oa5- C-L r C By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre -or more.of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that, submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from'the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: 5 .e)? T Date: Less than l Acre AIPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 04/04/2005 12:49 FAX 0 001 EVERGREEN DEVELOPMENT 2530 Z,omcnr way CHICO. CA 95928 530-894-5590 IMPORTANT! *v THIS IS AN IMPORTANT LEGAL DOCUMENT PLEASE KEEP THIS ON FILE ISSUED TO: SCOTT JACKSON for special agency ISSUED BY: GLENN ,DOSS CONSTRUCTION CSLB # 772530- '530-342-1293 4911 Village dr Forest Ranch, Ca. 95942 DATE ISSUED: 11/23/02 This CERTIFICATE authorizes Evergreen Development, Scott Jackson to use, and to cause to have drawn, said construction documents and related sales materials, process said documents and oversee permit process 'to include issuance of said permit from drawn documents. EXECUTED BY:-- DATE: 11/26/02 Glenn Doss Construction EXECUTED DATE• -1 1/26/02 Evergreen Development Scott Jackson c: WlWileslGore Faesllicense ngreement.wpd E.H. USE ONLy— Plot Plan Attechod Floor Plan Attachad Sant to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance T Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: _ _A / RKVA S L If./'! /l/ MW Environmental Health Specialist 8/96 uate "`"'"""^""""'"""""'vvr verye''m.1y10:JV I'AS'`:�JUtSy4G"LStl� 'St0Y8 SChil6t@r x'1101 PLOT P l -AIV 000, 11$t o4 i AGR UND MO N OLAR I " iseT W ,:: w rteTAI r SHEET_ A1. OR!DETAlOs 10, l ! low oT I 60 AMP. I; PGSE DISCONENENCr �p�c,7AN 61.00 .� ` BUILDING PERMIT # 02-0358 DE i C e U�. SITE PLAN REVIEW APPLICATION Date: 312- Y - AP# Ott 7 — %LIQ"42s- Permit Number (if applicable) APPLICANT INFORMATION _ Parcel Size: 1? 3 �- — Owners Name: Owners Address: /j a _ Cic c� cd Cly Pte, J Telephone No.: Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home Residential Accessory JO(Qi( Q,C p �►'i bt. C'i✓1 Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well IVIA DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ''s Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY 'a..14; • tom'. `` — � e l Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) .iWatershed Protection Overlay Zone (See attached standards and requirements) _ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ,'SRA - (CDF to determine specific requirements)', ❑ 100 -Year Flood Plain: (Seeched) • Flood Zone: • Flood Panel No.:1,1002C Index Date: Z-tas 0 0 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ® North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ElMinor Use Permit E]",kd&inistrative Permit ❑ Minor Variance ❑ Variance ------------------- ----------------------- —_----------- --------- -------------------------- ❑ Detached Building Use Form ElEncroachment-Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: P- A -r- Applicable Building Setbacks: ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 A Zoning Code Streets & Highways Fire Prevention Subdivision Map Front CZ, 301 Side 5 3d' Side Street Rear -1 � 30 � Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 A ` Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula ' Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By F� Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: E] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel "❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: (/ '� 0-3 Map Date of Recording:ZS a2- Lot: .2- 5, Book: 3 Page-- Use age:Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision MapfUse Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa ISO Page 4of5 A ❑ 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 OWNER'S STATEMENT L STEPHEN J. SCXU37ER AS OWNER OF THE LAND SHOWN HEREON ANO MID VALLEYTRLEAND ESCROW COMPANY, AS TRUSTEE OFTHE DEED OF TRU37 PER RECORDERS SERIAL NUMBERS P001-15971, NECE }598 AHD POObPT7P, HEREBY STATETHAT N£ARETNE ONLYPERSONS.W1fOSf CONSENTfS NECESSARYTO PA THIS FINAL TITLE i0 SAlD lAN0AN0 WE CONSENT TO THEPREPARATK)NAND RECORDATION OF TH/3 FWAC MAP. WEHERESYOFFER FOR DEDICATION FOR SPECIFIC PURPOSES THE FOLLOWING: 1. GARNER LANE GUNTRE74 ROAD AND LINOBERGNCWCLE TO BUTTECOUNTYINFEESMIALEFOR ALL PUBLIC PURPOSES. 2 LOT C TO BUTTE COUNTY IN FEE SIMPLE FOR STORM DRAINAGE FACILITIES, COUNTY SERVICE AREA NO. IAL 3. RELINQUISHMENT TO BUTTE COUNTY OF ALL ABUTTORS RIGHTS OF ACCESS ALONG THE GARNER UNE FRONTAGE OF LOTS I THROUGH 7, LOTA AND LOT C. A. A NO.OEVELOPMENT EASEMENT IN LOT 8 AS SHOWN HEREON TO BUTTE COUNTY. S. AVAR/ABI.EYttDTHPV8l1CSERVCCEEASEMEArTTAf )ALONGSTREE7FRONTAGESOFAULOTS, AS DEFINEDW SECTION 8706 CALITORNA STREET AND k1GXWAYCODE DEDIICATFD FOR ALL PUBLIC SERVICE PURPOSES. S, THE EASEMENT IN LOT 19 AS SHOWN HEREON, FOR FIRE PROTECTION FACILITIES. 7, THE EASEMENT IN LOT 8 AS SHOWN HERECR FOR STROM DRAINAGE FACILITIES, B LOT B TO BUTTE COUNTY W FEE SIMPLE FOR PUBLIC PARK PURPOSES. WE HEREBY DESIGNATE LOT AAS A COMMON AREA FOR THE COMMINITY SEWAGE TREATMENT AND DISPOSAL FACILITIES, FOR THE BENEFIT OF LOTS I THROUGH 30 LOT A SHALL BE CONVEYED BY SEPERATE DOCUMENT TO THE PHEASANT LANDING SUBDIWSION UNIT 3 HOMEOWNER'S ASSOCIATION AS DEFINED BY THE COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED CONCURRENTLY HEREWITH. WE HEREBY DESIGNATE LOT 7 A A COMMON AREA FOR THE REPAIR OR REPLACEMENT OF THE COMMUNITY SEWAGE DISPOSAL FACILITIES. LOT 7 SHALL NOT BE RELEASED FROMTHE COMMON AREA DESIGNATOON FOR IMF SALE OR FINANCE UNTIL. A WR117EN RELEASE HAS BEEN WOED BY BUTTECOUNTY ENVIRONMENTAL HEALTH DEPARTMENTAND THERWOCB TO THE NOMEOWNFRS ASSOQATIONAND OWNER OR SUCCESSOR IN INTEREST. 1 . OWNER MID VALLEY TITLE AND ESCROWCO�CO. ACKNOWLEDGEMENT STATE OF CALIFORNIA COUNTY OF BUTTE ON ZoOZ BEFORE EAE THE UNDERSIGNED,ANOTARYPUBLIC /NANO FO S STEPHEN J. SCXUSTER KNOWN TO ME OR PROVED AD ME ON IME BASIS OF SgTISFACTORY EWDFJICE TO ME 7 HE EXEWTED V WHOSE NAME IS IN HIS IBID I. AUTHORIZED CINSTRUMENT AHDACKNOW ETUEMETR INSTRUMENT EUMENTTHE PERSON OR IN HIS AUTHORIZED CAPACITY AND TNA7 BY NIS SIGNANRE ON TME INSTRUMENT THE PERSON OR THE ENTITY UPON BEHALF OF WHICH HE ACTED, EXECUTED THE INSTRUMENT. I, 1, nW HA' uAka (AAAAA.1/A M.�T�RAn NOTARY PUBLIC COUNTYOF BUTTE OL}. 71 Uo`J �MS37DA'E MEt ACKNOWLEDGEMENT STA TE OF CALIFORNIA COUNTYOF8UTTE ON A„. OOL BEFORE ME, THE UNDERSIGNED, A NO TAR Y PUBLIC WAND FOR SAID Si ER BUTTOµ PERSONALLY KNOWN TO ME OR PROVED TO ME ON THE BASlS OF SATISFALTORYEIDFNCE TO BE THE PERSON WHOSE NAME R SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACOUINLEDGED TO ME THAT HE EXECUTED THE SAME INHIS AUTHORWO CAPACITY, AND THAT BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON OR THE ENTITY UPON BEHALF OF WHICH REACTED, EXECUTED THE INSTRUMENT.. .I/MnLcc/ N9dWNAME GtAM*M1�+ ( .tA.i7A� NOTARY PUBLIC COUNTY OF BUTTE A . L1.2Do5L�, r, �J� SURVEYOR'S STATEMENT 1 DO HEREBY STATE THAT THIS FINAL MAP OF PHEASANT LANDING SUBDIVISION UNIT 3 CORRECTLY REPRESENTSA SURVEY MADE BY MEOR UNDER MY DIRECTION INFESRUARY, PINI, ANDIS TRUE AND COMPIETEASSHOWN. ALL THE MONUMENTS WILL BE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED WITHIN 90 DAYS OF MAP RECORDATIONAND WALL BE SUFFICIENT TO ENABLE THIS SURVEY TO BE RETRACED. LESLIE W COXE. • � o.�j COUNTY SURVEYOR'S STATEMENT 1, SMARTEDELL,DEPUTSYj TYSURVEYOR DO NEAEBYSTATE THATI HAVE EXAMINED THISRNALMAP OFPHEASANTIANDWG SUBOMSION LI AND FWD 1NAT ITrs SUBS7ANTU111YTNE SAMEASR APPEARFDONTHETENTATIVE MAP ANDANYAPPROVEDALTERATpNS THEREOF ALL PROWSIONS OF THE SUBOMSICN MAP ALT AND LOCAL OROWANCEAPPUCABLEA7 TIE TIME OF TEMA7NE MAP APPROVAL HAVE SEENCOMPLJED WITH AND 1 AM SATSREO THAT THIS MAP IS TECHNICALLY CORRECT. Qwiw-� r- 0I/3111 oo2 DEPUTFDEi Y COUNTY SURVEYOR REGISTRATION EAPTERS J-SIIA CLERK OF THE BOARD OF SUPERVISOR'S STATEMENT l C E OFSUPERVLSORS DO HEREBYSTA TE IMTYBOARD OFS THE 00allTTE COUNTY BOARD OF SUPERVISORS WAL 6LANDING SUBDAtlSION, UNIT 3. ITEMS 1.1 AS OFFERED INTHE OWNERS STATEMENT ARE ACCEPTED ON BEHALF OF THE COUNTY OF BUTTE. ITEMS 5-7 AS OFFERED IN THE OWNERS STATEMENT AREAOCEPTED ON BEHALF OF THE PUBLIC. ITEM 8 A OFFERED IN THE OWNERS STATEMENT IS NOT ACCEPIEOAT THIS TIME STEPHEN J. SCHUS MR 1011 SPYGLASS ROAD, CHI)O, CA HAS CONSENTED TO THE DEDICATONS FOR PUBLIC USES AS SHOWN UPON THIS MAP AND IS PUT ON NOTICE THAT PURSUANT TO GOVERNMENT CODE SECTION 66477.4 ANY DEDICATED PROPERTY SMALL BERECONVEYED TO THE OWNER OR SUCCESSOR IN INTEREST, IN THE EVENT THE LOCAL AGENC Y DETERMINES TNAT THE DEDICATION IS NO LONGER REQUIRED FOR THE PUBLIC PURPOSES INTENDED. CLERK OFTHE OF'SUPERVISORS, COUNTY OF BUTTE RECORDER'S STATEMENT FLED THIS r7f DAYOF%X091AT 9.01 A. RI. IN BOON {S7 OFMAPSATPAGES AFL# 41,'f5 ATTHEREOUESTOF PRECISION SURVEYING. J BY COUNTY RECORDER SERIAL NO. ""'A - 000 S9 7L9 FOE. f /b CAO PHEASANT LANDING. SUBDMSiON UNIT 3 SITUATE IN SECTION 32, T. 23 N., R I E., MDA BUTTE COUNTY• CALIFORNIA SCHUSTER CUSTOM HOMES APN 017350014 017450011, 047-350015 PRECISION SURVEWNG 717 FIFTH STREET ORLAND, CALIFORNIA 95963 KEEFER CREEK ESTATES, PHASE PER 138 MAPS 35 f¢P019YOfe f¢o9191E m.as2q 300'D13TE fen.71' QU�TI"Q � LOT 15 IlkLOT11 I � LOT 171 ? LOT 18\\ jy stnA . to -A- OMAfXF1 awAcrff¢ LOT 13 i' w glti $ �"' $ "' \ aFtaaT N 11btDT•E• ! 1,51.4¢. _11107'_--H�-3T_19_���' .i9�� _$�. �5 LOT 12 \W,,,, " • UNDB GX CIRCLE_ 917 aMAcaEt LJSi} I'--7BLlaa----T$L0'T- -1L>a.7Y- N00WWE gat I$ 8 JW�}1 219.90 I.: IOT2.3 nFJAa6t $ LOT22 $ LOT21 II& LOT 201 LOT 19 ••{' LOT 11 y1 m I „^, sr.ACREs - 1.r1AL21EJ kj,,, 1nArnE¢ r.9sAoxE¢ n 11AM1 II N W'OOW E ZI 2 N 0000'00 E I 005 219.97 I$ 217 I I LOT 2/ $$ N00'OOVOE NOOVOW'E' 00 NVOW E ;" $ 1V -1.1 R� Isaw ISOW 170.90' $$ s$ REEFER CREEK ESTATES gs$ LOT 10 3 z•.- aOT1 7 PER 122 MAPS 12 rTRwec6lm UNIT3 imrF�aPn� 3 LOT 29 1 z $ 3 s NWOOVOE j 219.91' - 52LW 0 zQ 6 w g Ix¢morw m}aKq z NWWWE - 1 'c FALLS O. IT SOUTH OF LINE . $ I� $;', LOT266 LOT 27 UV228 n ~ 271.36' s FALLS 021'SOUTH OF LINE I $ LOT 9 y LOT 'Y L 21 x1111 z 0 3 $ LOT 30 $ >m j 1.IIA- ^ Ly s@C4c E KEEFER CREEK ESTATES, PHASE PER 138 MAPS 35 f¢P019YOfe f¢o9191E m.as2q 300'D13TE fen.71' QU�TI"Q � LOT 15 IlkLOT11 I � LOT 171 ? LOT 18\\ jy stnA . to -A- OMAfXF1 awAcrff¢ LOT 13 i' w glti $ �"' $ "' \ aFtaaT N 11btDT•E• ! 1,51.4¢. _11107'_--H�-3T_19_���' .i9�� _$�. �5 LOT 12 \W,,,, " • UNDB GX CIRCLE_ 917 aMAcaEt LJSi} I'--7BLlaa----T$L0'T- -1L>a.7Y- N00WWE gat I$ 8 JW�}1 219.90 I.: IOT2.3 nFJAa6t $ LOT22 $ LOT21 II& LOT 201 LOT 19 ••{' LOT 11 y1 m I „^, sr.ACREs - 1.r1AL21EJ kj,,, 1nArnE¢ r.9sAoxE¢ n 11AM1 II N W'OOW E ZI 2 N 0000'00 E I 005 219.97 I$ 217 I I LOT 2/ $$ N00'OOVOE NOOVOW'E' 00 NVOW E ;" $ 1V -1.1 R� Isaw ISOW 170.90' $$ s$ KEEFER ROAD gs$ LOT 10 3 z•.- aOT1 7 -=... I I z^LOT UNIT3 100 MAPS 85 3 LOT 29 1 z $ 3 s NWOOVOE j 219.91' I N WOOW E zQ 6 w g $ z NWWWE - 1 w FALLS O. IT SOUTH OF LINE . $ I� $;', LOT266 LOT 27 UV228 n ~ 271.36' s EASEMENT e I $ LOT 9 y LOT 'Y L 21 x1111 z z $ LOT 30 $ RECORDERS SERW NO 2001-26973 1.IIA- ^ Ly s@C4c E I aMAG2d O R 6000 FROM PROPERTY CORNER 1.01A(f}Et S 03'0300'3! 616.71' 0- ¢N.747IN MODEVELOPMENTFASFYENT 442440000E2722_50 (SHADED AREA) PRECISION SURVEYING �1 A GU. 211.11 / u N OOT10C�0 E 982.50' --�GY 1 PVBUC SERVICE EASEMENT LOTS \ LINDBERGH CIRCLE VICINITY \7i FALL50.17SOUTH OF LINE s tmAQEJ ^-� - --TSSL® -US ER -TId00- - fi1-ODr' -i1T09_ ._T"- aT3i' voo/( Fsi piY6E rfZ TA LOTH $ LOT7$ 'OT7t LOTS L076g LOTS OTnSs L0TI3$ OT3 LOT2 LOTS W$ L0T2$ LOT1 Y� s '>• tLOS $ Z $,�'^., aLOTAI S,a z xI tmAt7lEs Av�FquMp 1 32899 '44-f0' - - - - evrFecOuvTv -�- f7w.0 s WroDW w 677x0 PER 1820 OR. 328 1691.W 0-mKq GARNER LANE -- i® IJomm'w sa%(q HWVOVO'E 7717.67 ' OVOWE 71/966•' (NOW IM¢Yl6¢0'f }111wwR mw CURVEDATA RELINOUISHMENTOFABUTTORs RIGHTS OFACCESS ALONG Cf 0.03033x• 'R=20.W L•71.17 C12 0=21'157'7' R-230.00'GARNER L=99.38' LANE FRONTAGE OF OTS L LEGEND I THROUGH7, LOTA,ANDLOTC C2 D= 90TOW R= IO.W L= 8203' C13 D• 15•WW R.20D.W L- 157.08 C3 0.10V0W R=170.00' L-29.67' C14 0-15'0090 R- 170.00' L- 133.57 IS SET 7 711' IRON PIPE WI771 CAP STAMPED 7.S 5712- 717CI C4D-IOVOW R=20000 L-3491' C15 0.44'2138' R -20W' L•1550 • SET SR' RESAR W1 CAP STAMPED TS 5712' CORNER NOTES KEEFER ROAD -=... Q WIRON PIPE MTN TAG 3336' PER UNIT3 100 MAPS 85 3 O W IRON PIPE K17H TAG 1S 5616•PER 3 IN THE NE IN OF SECTION 34 T 23 N, R I E. MOM 138 MAPS 35AND 122 MAPS 12 zQ 6 © I-IRONPIPEMIMITAG %S 3525 -PER PROJECT w /3 MAPS ei LOCATION (+1 1.1. PIPE WITHOUT TAG ACCEPTED / SCHUSTERCUSTOMHOMES AS MONUMENTPER 13 MASS 61 C20 0= 89'5532' R• 50. W' L- 7818' EASEMENT e ® RAILROAD SPINEATINTERSECTIONOF 'ffWWE 339.96'Z JK AN GARNER LANEAND KEEFERROADPER RECORDERS SERW NO 2001-26973 1.IIA- ^ Ly s@C4c E ® SET WITNESS CORNER N MW 1999 ___2,T5.2L'� .N R 6000 FROM PROPERTY CORNER f S 03'0300'3! 616.71' 0- ¢N.747IN MODEVELOPMENTFASFYENT (SHADED AREA) PRECISION SURVEYING �1 A GU. RECORD INFORMATION PER RECORDERS SERIAL NO, 2001-26913 SPYG PSE PVBUC SERVICE EASEMENT uNM22M DATE SCALE SHEET .._\ VICINITY MAP SCALE .. NOT TO :: LEAf:M::.� _y O -=... ------------- UNIT3 CO D= 35'00'00 R= 170.00' t- 103.85* x 5 O FOUND MONUMENT AS DESCRIBED IN CORNER NOTES BASIS OF BEAR/NGSSITUATE IN THE NE IN OF SECTION 34 T 23 N, R I E. MOM 4 O zQ 6 .......... s w CB 0=35'0303R -23007. L=710.50 C78 0=88'5739' R.00' . (=7758' (+1 -��4 \ DOCUMENT FILED AS RECORDERS DOCUMENT NO.2001.26973 SCHUSTERCUSTOMHOMES •1=- VAR/ABlE W(O7N C20 0= 89'5532' R• 50. W' L- 7818' EASEMENT e RECORD INFORMA 77ON PER 122 MAPS 12 'ffWWE 339.96'Z JK AND 138 MAPS 35 1.IIA- ^ Ly s@C4c E CIO 0=11'507' R- 2W.W L-156,97' 1999 ___2,T5.2L'� .N R � rFA•rER rs tEcfiav S 03'0300'3! 616.71' 0- ¢N.747IN Cil D•N8V7' 'SR•f70.W L- 133,42' PHEASANT LANDING SUBDIVISION 05 D=10'W'W R -230.W L=1011' CIS D-7VIOW R=50.00 L•6211' SET STANDARD STREETCENTERINEMONUMENT ------------- UNIT3 CO D= 35'00'00 R= 170.00' t- 103.85* C17 0=1315'44' R- SOW L= 38.19' O FOUND MONUMENT AS DESCRIBED IN CORNER NOTES BASIS OF BEAR/NGSSITUATE IN THE NE IN OF SECTION 34 T 23 N, R I E. MOM C7 D•35'00W R=2W.W L=122.17' CIS 0=63'5378' R•SO.W L=56.76' SUMWSIONSOUNDARY THE CENTER LINE OF GARNER LANEAS ESTABLISHED 6E7YVEEFI MONUMENT NOS, I AND I, DESCRIBED AS N OTOW E IN THE BUTTE COUNTY, CALIFORNIA CB 0=35'0303R -23007. L=710.50 C78 0=88'5739' R.00' . (=7758' (+1 RECORD INFOAMARONPER IWMAPS DOCUMENT FILED AS RECORDERS DOCUMENT NO.2001.26973 SCHUSTERCUSTOMHOMES C9 0.11.58'07• R- 230. W L=180.52' C20 0= 89'5532' R• 50. W' L- 7818' (2) RECORD INFORMA 77ON PER 122 MAPS 12 AND 138 MAPS 35 APN 017-350 0 7 3, 047-350011 017350015 CIO 0=11'507' R- 2W.W L-156,97' C21 D= 20'1173' R- 230.00' L• 81.26' (3) RECORD INFORMARON PER 13 MAPS 61 Cil D•N8V7' 'SR•f70.W L- 133,42' PRECISION SURVEYING (I) RECORD INFORMATION PER RECORDERS SERIAL NO, 2001-26913 717FIFTHSTREET ORLAND, CAUL=ORNIA 95963 PSE PVBUC SERVICE EASEMENT uNM22M DATE SCALE SHEET 293296 FEBRUARY, 2W1 14•+10 2 OF 3 voo/( Fsi piY6E rfZ \OT 14 LOTIS I LOT f6 Oi LOT 17 LO 19 e LO i LINDSERGHCIRCLE FT 23 1 LOT 11 \ ' LOT2 LOT21 I LOT 20 LOT 19 I LOT 24 _ LOT10 LOT29 i I L LOT28 LOi27 LOT 28 ° LOTS I LOT 25 oe ee LOTS __ t u 1�DaEacN CIRCLE _ _ _ OTB - LOTA a C e SEWAL0T2 L EKSi REA GE O15POSAL L0T7 LO 6 OTS LOT4 LOTS I A WELL N07E3) I NOTE!) 150 SEW EDI IOD' RMV FACILITY CK FREE SETBAC GARNER LANE -- 5'LAND.SCAPED BFRM/BUFFE7T ALONG GARNER LANE FRONTAGE OF LOTS I THROUGH 7 ANO LOT A. THE NOMEOWNER5 ASSOCIATgN N RESFONSISLE TOR THE INSTALLATIONAAD MA/NTENANCEOF LAfJDS(APING im NOTES, ALL WATER WELLS DRILLED IN AREAS OF KNOWNFLOOD HAZARDS MUST MEET THE CONSTRUCTION STANDARDS ASSET FORTH IN BUTTE COUNTY CODE 23BAC, DEVELOPMENT OF LOTS 1 THROUGH 30 WILL REQUIRE CONNECTION TO THE COMMUNITY SEWER SYSTEM. LOT AIS TO BE HELD IN COMMON BY THE HOMEOWNERS ASSOC44 TION FOR ME PURPOSE OF PROVIDING A COMMUNITY SEWAGE DISPOSAL SYSTEM. ALL DOMESTIC WELLS SHALL BE LOCATED A MINIMUM OF S' FROM LOT SIDE LINES. 50 FROM SEPTIC TANKS AND PRESSURE SEWER LINES, IW FROM STORM WATER 0.RFN710NAREAS. AND ISDFROM THE COMMUNITY SEWAGE DISPOSAL AREA. LOT 71S A DESIGNATEDCOMMONAREA FOR THEREPAIR OR REPLACEMENT OF THE COMMUNITY SEWAGEDISPOSAL FACILITIES. ASEWAGE FACNTY EXPANSION AGREEMENT LS RECORDED UNDER RECORDERS SERIAL NO, 2 Y°° - 000193 3 PROPERTY OWNERS AGREE TO BE INCLUDED ANDPAR17CIPATE IN ANY FUTURE CHICO AREA RECREATION DISTRICT FORMATION OF A LIGHTING AND LANOSCAPWG DISTRICT FOR THE NEIGHBORHOOD PARK IDENTIFIED AS LOT 8 O THIS MAP. ADDITIONAL MAP SHEET IHS" SVM AOOIipNAL INFORMATION INAi/5 REIAVANi Po PHEASPMLANDING SUBOINSIOH UNIT 3 AND IS FOR INFORM 770ML PURPOSES ONLY DESCRIBING CONDITIONS AS OF THE DATE OF RUNG. AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. INFORMATION INAODMN TO THAT SHOWNHEREON IS BEING RECOROEDCONCURRENRYUNDERRECORDERS SERIAL NO. J.& 2- DO , S1 •JO PHEASANT LANDING SUBDMSION UNIT 3 SRUATEIN THE HE VI OF SECTION 32, 123 N. R I E MDM BUTTE COUNTY, CALIFORNIA SCHUSTER CUSTOM HOMES APNO4735".1 a7JW14 047350-015 I. • I50' 3 Of 00A /X,3 P/969- y, �I r NOTES RESIDENTIAL 047-740-025 PERMIT NO. =. JEHLE, BOB & MARY 13976 LINDBERGH CIRCLE Cont: PERFECTION POOLS NEW SWIMMING POOL SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J Y s 1 JOB FINALED (Date) Signature �F � J=OK . 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector . 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Sidina: Nailina-Veneer-Stucco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date C9fd B-1 Date Card B-1 Date PO (Plans) OK except #'s Y. etbacks-Easements Soils; Compaction -Structure Stability 3. P of Structure; Steel -Connections -Thickness P Men-Lining ,41 Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. lec.; Enclosures; Conduit Entries -Terminals -Listed Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. P n b.; Cir. Test -Water Supply Test 'ght Niche (\ .W , Q Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 M J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 13 Yes ❑ No/Walks O Yes 0 No/Planters O Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: OCTOBER 20, 2003 B A C H M A N, &- ASSOCIATES COUNTY OF BUTTE Department of Building 7 County Center Drive Oroville, CA 95965 RE: PERFECTION POOLS EXPANSIVE SOIL LETTER - y :ROBERT AEBLOE 13976 LINBERG. AVE CHICO, CA 95973 APN 047-750-025 ATTN: Mike Viera Dear Mike:.. 1 have told Terry, to use 3-#4 rebars in the bond beam, and run the alternate bars to the bond beam for this pool.. I have additionally directed• Teiry=,::, to thoroughly wet the existing soil prior to placement -df the gunite. of gunite. If I can be of further assistance in this matter, please do not hesitate to let me know. Very truly yours, . QRaF�SS/0,� , C R!BA Iv�ia \N-,,egc Exp. RCE #16803 �—/fey 6-3 yrn s u,js{�n a a. ENGINEERING SURVEYING PLANNING DESIGNING 3012.The Esplanade, Chico, California 95926 Telephone: (916) 342-4136 ` COUNTY OF BUTTE / r _ BUILDING DIVISION--- �, - DEPARTMENT OF DEVELOPMENT-SERVICES 411 Main Street • Chico, CA • (530) 891- 72 5 - - 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER �r PERMIT NO. a. . at;. ; u. A routine inspection indicates that the following'vioolla�lionsof butte county..r Ordinances.._ .. exist:1_ at the i_ q above address and should be corrected. Please'nbtice this office when 661rr"e`ction"of-work-is ? completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �f } . .z 'e r t 1 Date 1 � r ",REV 10/92 "J Inspector - COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 a CORRECTION NOTICE -31 6 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I Date �`� ` u Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 4 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-740-025 ZONING BUILDING PERMIT OWNER SOB & MARY ' EnE TELEPHONE 566-0107 SO. FT. OCC. BUILDING VALUATION CONT �q . OWNERS MAILING ADDRESS 13975 LINDBERGH CIRCLE CHICO CA CONTRACTOR'S NAME PERFECTION POOLS & SPAS TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 21-00 BUILDING ADDRESS INDBERG14 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRT- SWTMMTNC, P00T. SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 1 r Each as water heater or vent 15.00 TYPE OF WORK New 3& Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MASTER Plm'509.0 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ioon oA mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in II force and effect. License Class U— S3 Lic. No. �� �P �s7� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compenseAon insurance carrier and policy number are: Carrier Policy Number 9 7A__S.7– — -3 (The above sections need notT b pleted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' nsation laws of California, and agree that if I should become subject to the ' comp on provisions of section 3700 of the Labor Code, I shall th compl i those provisions. Date 03 aApplicant - ❑ Owner KContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO IOOOA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONIS. ( 6 ACC. BLDS. 3.5¢FT. NpIFR6ID MUC .,RCU @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL @ .50 Ex. Occup. OFIx�LE�DSA RM.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 POOL UFMCI PERMIT FEE $ 90.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee 1.$ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 471.00 HAZ. D. FEES IMP FLOOD .� CDF PARCEL _ PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above forwhich fees have been paid. ` y Dat �Q PERMIT EXPIRES ON H/O IaTe Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESS PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USI ONLY Piot Plan Attached V Floor Plan Attached ',O sent to B.D. — 'rte_ l TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Clearance forvae#I Other Hold final for: Final clearance O.K. for: NOTE: Water Supply: Public Private Well ) Environ ental Health Specialist Date 8/96 2 INTER-DEPARTNI,„NTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE 1' FROM:NVIR. HEALTH, CHICO .14 DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: / OWNER NAME: �� SEPTIC: WELL: V AP#: �7 ��.bo(7 ADDRESS/LOCATION: ' sc— Comments: GL/memos/releasehold COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541, PERMIe (Rev. 12/96) A%6 APPLICATION AND PERMIT p G & ASSESSCRPARC a 2!5�ffs! ZONING BUILDING PERMIT OWNER TELEPHONE 421-1612 SQ. FT. OCC. BUILDING VALUATION 1,500.00 . OWNERS MAILING DRES 13976 LI CONTRACTOR'S NAME EVERGREEN D894-5590 TELEPHONE CONTRACTOWS MAILING ADDRESS 2530-B ZANEJA WAY, CHIM, CA CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total valuation $ 1 500.00 ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 13976 LINDBURG14 CIRCLE, CHIM$ Energy Plan Checking Fee $ PERMIT FEE $78.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Describe Work: INSTALL GROUND MOUNTED SOLAR PANELS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G w @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is jp full force and effect.-'-/� License Class ' D Lic. No. ! y i 2,,6 /f f OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' `compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation i surance cier and policy number are: Carrier��T/�"-'r2`�y r� t{ Policy Number � --60 -- d i7 - —r7QD " -7 ::70 a (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f rthwith comply with those provisions. X Date _ Signature of A licant - ❑ Owner ❑ Contractor X Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWLLING OCCUP. SO OR ADDNS. ( aEACC. BLD S. 3.5¢FT. RMULTI. ESINEW D. O CIRCUITS @7,50 POWER APPARATUs a SINGLE OURET CSI R. 20 @ 1.00 EX. OcCUp. OUTLET OR FUTURES BAL @ .50 Ex. Occup. oFlxuT TS RES oEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 3,00 PERMIT FEE S 4-3.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 121.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By _ D to�jv PERMIT EXPIRES ON Dw. Receipt No. 3608271 71 _ Qn WHITE-D.D.S.-B.D. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF B` jq=DE' RT.MENT°�OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County CenteDrive Foville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 f� P IT APPLICATION DATA SHEET Wo OWNER:�c P. I ASSESSOR PARCEL NUMBER �� �� r% Proposed Building Use: a) I Al Counter Technician: (-P Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. L. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Blood Elevation Certificate, wet -stamped and signed, in duplicate.......... ❑ 9. Plot plan and business license approval from the City of Biggs .............. ❑ 10. Letter of intent for non-residential buildings ''•.V......... ❑ 11. Detached Accessory Building Form filled out by the owner ............... ❑ 12. Hazardous Material Form .............................. .:.................... . ❑ 13. Other Remaining items needed to issue the permit:..(May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... . Statement of Intent for Non -heated and A/C Buildings .................................... J .. `..... e Sanitation and plot plan approval from the Environmental Health Department in 1n 0 City..of Chico Plumbing permit..............................................................:8.ECalifornia Department of Forestry plan approval 0 paid. Sent by: ................. ;' ❑ ,19. Planning approval for (A) Use: a K (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ...................... ❑ 26. Letter of -Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... "❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits.....................................:................... ' ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone CC / , and hold for pickup. I have been info med of the ab a items a�irements for obtaining a building permit. Applicant: � G� � Dye: # A ,/ 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Yellow: Buildine Division Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ coun gr, b Date: _ Plans approved by: Date: Structural approved by: Date: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 77 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NC (Rev.12/96)0H %— / L4Z50 2 9 APPLICATION AND PERMIT ASSESSOR►ARCQMlLbFA s ` :OHMS a BUILDING PERMIT OWNER Q SO. FT. OCC. BUILDING VALUATION OWNERS wA4u ADDRESS / 1/ CONTRACTOR'S MANE ( ' •.. / G . er CONTRACTORS WJUNQ ADD S _ 23 CONSTRUCnON LENDER LENDERS MAILING ADDRESS Fireplace — AACHrECT OR ENGINEERNO. Total Valuation 7E c _ uCENSE Filing Fee b 20.00 ARCWTECT OR ENGINEERS MA UNG ADDRESS Permit Fee b (. J BUA.OWG ADDRESS) �� I Plan Checking Fee / ' ha I Energy Plan Checking Fee $ I LAT NO I SUBDIVISIONS NAME PARCEL. MAP USEOFSTRUCTURE SF ❑ Duplex O Mobilehome ❑ Other SPECIFY TYPE OF WORK New O Addition ❑ , Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: I V1(4AI ( Sd-A N -I✓-�; .0 - L S A E vcrvnj� ;je SR A O 44Krjr 4 Q EMM -- PERMIT FEE PLUMBING PERMIT Each Trap b ! r2 F. -u Fling Fee 20.00 7.00 Solar or hent um water heater 23.00 Water piping15.00 Main Service Each gas water heater or vent 1 5.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home SIG W @20.00 Ex. Occup. OUTLET OR :ORDRES PERMIT FEE I ti Ex. OCCD o VAPP(R FIXED p L ELECTRICAL PERMIT Fling Fee 20.00 Main Service 220 oa OA LESS 23.00 Main Service 2004 TO 1000A 46.00 NEW CONST: OR AEONS. DVa Ate. eu)sVP. I 3.5cFT-I Ex. Occup. OUTLET OR :ORDRES Bu G Ex. OCCD o VAPP(R FIXED p L 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ `° MECHANICAL PERMIT I Fling Fee I 20.00 Mood I 6.501 Ventilation PERMIT FEI: f Mobile Home Installation Fee $ Energy Inspection Fee E OcC CONST. Tr PE TO 0000 S NLAz. D. FEES N4 CKOF �!G-S-' This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. Y Date PERMIT EXPIRES ON r tti °t I-* E.H. USIE ONLY Rot Ran Attachod Floor Ran Attached Sant to a.0. 7, -n d TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance d o q,,i - '1 q e- 00 Z Owner Location AP# Plan Approved for: Sewage Disposals Water Supply: Public Private Well Clearance for bueftirrg. Other stile-� Hold final for: Final clearance O.K. for: NOTE: G , ,� r /�✓ Jv I �.�%� �� 7- c L Environmental Health Specialist Date 8/96 VV, VI), %14 1u:,)%) r Schuster PLOT Pi: 1,4A/ Z -0-T 2-5 2, 1 N p -4 -NDIN(s Q:Akj P49jj-A= -A J;0 SEE SHEET Al R DETAILS 4�6v GROUND MOUNT OLAR ARRAY 10, OLA 1 FR - 0. 1ptoposto 60 -AMP - PG&E DISCONNECT mrik, Z rAiu MUN N &426&L CLP 13U'LDING PERMIT # 02-0358 a NOTES 1 RESIDENTIAL d4C 047-740-025 y 02-3227 PERMIT NO..' JEHLE, ROBERT 13976 LINDBERGH CIRCLE, CHICO' , -'�'. CONT: EVERGREEN DEV. GROUND MOUNT SOLAR PANELS ' ot 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) '.�5 ©� Signature _(� 5CS( lAn CHECKED BY J=OK 0 = Not OK . = Not Readyable 8. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Siding; Nailing -Veneer -Stucco -Mesh 1. Zoning Requirements -Setbacks -Easements Roof; Shthg-Roofing 2. Soils; Special MH Support Sketch Ext.; Steps -Doors -Landings 3. Sewer; Location -Test -Fall -C/O -Concrete Braced Wall Panels 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG Card B-1 Date Card B-1 7. Well Clearance & Disconnect 8. Utility Clearance 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date 4. Card B-1 Date Card B-1 Date 5. Card B-1 Date Card B-1 Date MOBILE HOME. INSTALLATION (Plans) OK except #'s Elec.; Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks -Easements Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 2. Footings; Size -Spacing -Marriage Line Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 3. Gas; MH Test -Demand -Valve -Connector Health Department Approval - 4. Electricity; MH Test -Crossovers -Breakers -Clearances Plumb.; Cir. Test -Water Supply Test 5. Drain; MH Test -Fall -Flex Connector Light Niche 6. Water; MH Test -Regulator -Connector Enclosure; Fencing -Alarms 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Tie Downs -Type -Installation Cert. Card B-1 Date Card B-1 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 DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date 16. Insulation 47. Hangers -Post Caps -Anchors -Connectors Date Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date Fireplace Ties or Type A Flue -Fireplace Throat Clearance Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 18. Water Pipe; Test & Anchor -Nail Protection Garage Fire Protection Framing -RC Channel 19. D.W.V.; Test Fittings & Anchor -Nail Protection 53. 20. Shower Pan; Test, First Floor -Tub Access 54. 21. Test Tub & Shower, Second Floor -Tub Access 55. 22. Gas Pipe; Sixe & Anchors 56. 23. Fire Sprinkler; Test 57. Siding -Nailing Veneer Date Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 61. 24. Fixture & Transformer Clearance -Ins. Protection 62. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 63. 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 64. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 65. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 66. 32. Service -Riser Conductors & Ground Main Disconnect 67. 33. Equip. Clearances Panels-Motors-Mech. Equip. 68. 34. Clothes Closet Light -Shower Light -Spa Light 69. 35. Smoke Detector 70. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 74. 36. A.C. Ducts Insulation & Support 75. 37. Vent Fan, Exhaust above insulation 76. 38. Condensate Drain & Overflow, Size & Grade 77. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 78. 40. Attic Access & Platform if Furnace in Attic Date Elec. Receptacles in Garage (F.F.I.)-Romex Protection Card B-1 Date Card B-1 Date Insulation -Foam -Looked in Attic Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & 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 Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT Q2--- In'? ASSESSOR PARCEL NUMBER 047-740-029 ZONING 1 BUILDING PERMIT OWNER TELEPHONE �• SO. FT. OCC. BUILDING VALUATION cont 6000.00 OWNER'S MAILING A1fDRN 1127 131IMMERGARDEN (M. SAN TOSE, CA 95132 CONTRACTOR'S NAME TELEPHONE EVERGREEN DEV 1,894-5590 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 0 0.00 ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 124.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 - USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GROUND MOUNT SOLAR PANELS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service .oAORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.•�'7 License Class S Lic. No. t`)� � R 0 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under ec. , Business and Professions Code for this reason Main Service zooA TO ,000A 46.00 NEW CONST. DW ELJNG OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.5¢x. ' LTI.OUTLET �.IO=RESIDTMU @7,50 PO a SINGLE OUTLET CIR.WER APPARATUS Ex. Occup. OUTLET OR FIXTURES 20 @ 1•00 BAL @ .50 Ex. Occup. OU�s RES D °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 43.00 WOR RS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensati0 Insurance carrier and olicy number are: Carrier C ( iv MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be compfe-ted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date �� ��-- Signature of Appli t - ❑ Owner ❑ Contractor X Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $167.00 HAZ. D. FEES IMP FLOOD CDF PARCEL ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above r which fees have been paid. By Dale PERMIT EXPIRES ON l d Defe Receipt No.3644.3?nn WHITE-D.D.S.-B.D. CANA Y-AS1�7 S R PINK -INSPECTOR GOLDENROD -APPLICANT << a% to + " 1w4p"tM: n� s y.,+sY�a�C� w •r � r + 3: :- .. �4..1:rDi. t • y 4, 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,IDATA SHEET ; OWNER: S .y ASSESSOR PARCEL NUMBER � ^ / ' (-1-6 C1 Proposed Building Use: �� I ►I �C1` Counter Technician: Date: `'' - Items required in or to apply for a permit. All boxes MUST be checked OR m NA in order to apply. 1 Plot plans, 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with�wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. �.......(D) Floor plans in triplicate. All of these must be stamped and wet -signed b tengineer. �' y3 Iteins`,required for initial plan review. If checked items have not been received, plan review cannot proceed. The -permit will be i4tc�zed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs ....................:..:.............. ❑ 10. Letter of intent for non-residential buildings...................................................... A,. ' ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................:...............................—T— ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.) ❑ 14.. Fees as shown on the attached Schedule of Fees Due Sheet...........y.......................... fI 'Statement of Intent for Nornheated and A/C Buildings ................. itation and plot plan approval from the Environmental Health DepartmeCity of Chico Plumbing permit...............................'..........:........................... . California Department of Forestry plan approval ❑ paid. Sent by: ..................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑q 26wner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone —_5 s o and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 9Date: ZO `Z_ 1. Index permit application for the above items numbered: -` 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ . phone, ❑ mail, ❑ counter, Contractor, designer, owner, was advised of the above data by O phone, ❑ mail, ❑ count = y Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: —Date:— Yellow: ate:Yellow: Buildinj.DiVision Al It Plan Check Letter Date: _Date: Date: _Date: CS E.H. USE ONLY Flat Men Attached 6 float Man Amcoq1t Sent to S.D. PAA Zl TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal x Vater Supply: Public Private Well � Clearance for dwelling. Other r/c>i /l26urn7` solar- ca� Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date NOTES 4 A -- ('o -2z - az t t' w 1 r`. ,J i t r rJ. ;R IDENTIAL Q ? J 047-350-015 02-0353 1 l/ SCHLYSTER, STEPHEN �3q( LINDBURGH CIRCLE, CHICO NSF -3 BR O2— OFFICE COPY Address I GAS , = Dated Meter BY _l t : Date Mee,?of_ , SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature z_ 7 i t' w 1 r`. ,J i t r rJ. ;R IDENTIAL Q ? J 047-350-015 02-0353 1 l/ SCHLYSTER, STEPHEN �3q( LINDBURGH CIRCLE, CHICO NSF -3 BR O2— OFFICE COPY Address I GAS , = Dated Meter BY _l t : Date Mee,?of_ , SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature - OK 0 = Not OK - = No)Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG Ext.; Steps -Doors -Landings 7. Well Clearance 8 Disconnect 9. Health Department Approval 8. Utility Clearance 11. Light Niche } Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s t� 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6.. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI ' 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ./ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL Date Xnderfloor (Plans) OK except #'s 24. ng -Setbacks -Easements -Flood -Slope 35-- tYe Boxes & No. of Conductors Stapled , Main; Soils-Elec. Grnd.-/ Li' Ftg. Depth omex Installed Close to Ed of Studs &A -S'- 000'Ftg., Garage; Soils-Steel-Elec. Grnd.-/( 'Lr' Ftg. Depth Equip. Ground made up w/Mech Fasteners -Bo as & W' 4. Ftg., Porches & Decks; Soils -Steel-/ r' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 30. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Ca/Hold Do and Special Anchors ab, Steel -Wrap ed i/r3 iers-Fire a Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. W e Pipe; Test -Anchors -Regulator -Service Test lectric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Criovies 15. Access & Ventilation 16. Insulation Date Gj . / t! C- Card B-1 JC_ qj . Date - Card B-1 Date 5- g -OS Card B-1 (/Q Date Card B-1 Date PLUMBING (Permitr6K except #'s t?n er Htc; Vices ombustion Air Baffle 1 ater Pipe; nchor-Nail Protection 19/6W flings & Anchor -Nail Protection l.T -hower Pan; Test, First Floor -Tub Access (42 Y 1. Test Tub & Shower, Second Floor -Tub Access 2y Gas Pipe; Siixxe�& Anchors ,2Lk wtAk 7 -t 8 -0-L- %1 Date(6677 +!S'0 L Card B -1W Date Card B-1 DateCard B-1 Date Card B-1 (Single & Duplex) Date ELECTRICAL (Permit) OK except #'s 2 Fixture &Fixture & ransfo�er learancedns. Protectionlearancedns. Protection 24. Elec. Recept s Spacing- ' s & Switches.eP�oors 35-- tYe Boxes & No. of Conductors Stapled 2 omex Installed Close to Ed of Studs &A -S'- 27. Equip. Ground made up w/Mech Fasteners -Bo as & W' 26!�-Ap lance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size / / ga. Cu oC. Wire Size / / ga Cu or At 30. Range Circle/ / ga -Oven Circ. / / ga Cu cr At Insulted Neutral es 0 No 3 erv' -Riser Conductors & Ground Main Disconnect 3 . Clearances Panels-Motors-Mech. Equip. 3 . Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date J Card B•1 (3 Date Card B-1 Date Card B-1 Date Card B-1 Dale M HANICAL (Permit) OK except #'s 3-. A.C. Ducts Insulation & Support 3 nt Fan, Exhaust above insulation 37. ndensate Drain & Ove w, Size & Gf r�� 38,,f'u-rnace-V ccess-Comb. Air-ReturVAIrVent 11 utlet 3 Attic Access & Platfor urnace in Attic Date -s ' b --L- Card B-1 J/ Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 Sills Proper Materials & Anchors 41, alts Studs -Nailing Spacing & Braces -Plates -Sound 42 Baring Walls over Girders & Floor Nailing 43. 1t Sto • in Walls (rat proof) ps, Furred Ceilings -Stairs- asers JTLEWd,2�& Beams -Size Date_ --FRAMING (Continued) 7 angers -Post Caps;Anchors-Connectors 47. C,I'pq. Joist• Ties-Purlin-24 .Boas tZwss•Shting.•Rfng. 4 Firepl ue• ueplace Throat Clearance 7,9"1 tic A ss; Size & Romex Protection -Draft Stop -Ins. Baffles cI . Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding-Ni3ifiN Veneer 6Z, 57. St esh-Drip Screed -Fd. Vents-Underflr. Access LO 7. az' ea -Glass Protect ion- Skylights•Plastic V. hear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 1 nfiltration-WalIs- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s x!,,!�teps-Door & Sidelight Protection -Landings 61.,emoke Detector a,,4oFurnace Vents -clearance -Comb, Air -Connector - Above Floor-Ducts-Mech. Protection 7. F . & Bath Fixtures & Tub Access -Spa 08. lec. Trim & Subpanel, Breaker Sizes & Labels Rails fireplace or Stove, Clearance -Hearth . Outlets at Wood Panel, Int. & Ext. Ki Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter ,1Garaae Fire Door: Swina-Landino-Closure 5. A.0 uct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. ingarage; Above Floor-Mech. Protection 7 I , Elec. & Mech. Equip. Listed for Location pec. Receptacles in Garage (F.F.I.)-Romex Protection 7,9"1 ns u iation- Foam- Looked in Attic Rails & Deck Construction -Post Caps VBents & Crawl Hole Door Drainage & d -Earth W Clearance Looked under Floor Q Yes F121411owing Instld./Drive es J No/Walk es J No/Planters J Yes o Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 86 Water Well, Disconnect, Electrical, Plumbing 7. Exterior Elec. Trim, G.F.I. Receptacle -Underground V. Ventilation Throughout House 8?Z Glass Protection 0. Corrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Address Posted Date f, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE TCS Com- 3919 - OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 5' 002- kt'ry�'• � -w.-s.�..� �`�rax"i � '�"` ..c[*'�'�e+fi:.;l ��� � . � �. �Awr�e�4M4Lrr-. COUNTY OF BUTTE BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES H 411 Main Street • Chico, CA • (530) 891-2751 " 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE —3 5g OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above addres and should be corrected. Please notice this office when correction of work is completed. you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. &t,crn G- 6,41 n &V b�ru -o 1110 iTiA, ; I1 icJ If Vic— �.�.-_. � u_.��.�:•�� ���—--z---- W Will S � ti A � • /� 1 ra to 1 K' / z V Y"Llh Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Gee O OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should b orrected. Please notice this office when correction of work is completed. If youh y questions pertaining to this matter, or need additional explanation, please Contac office immediately. �r\ CID -7— 2 Z -bZ UP DateU Z Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53rA41 rj TJ MIT NO. (Rev.12t96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-350-015 ZONING B U I LD I NG P ER M IT OWNER .=HIIQ SC HUSH TELEPHONE - SO. FT. OCC. BUILDING VALUATION 3266 R 54.00 176 36 .00 DWN 6LI SPYGLASS RD. C IICO CA R 1187 U 18.00 21,366.00 CONT NAME TELEPHONE 777 C /� ` 3. QQ 10 101.00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $207-8-11.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1017.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 01._QO �u DIN AES LINDBURGH CIRCLE, CHICO `VfTJ' Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1721.00 LOT NO. 25 SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap JJ 7.00 105.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 23.0 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New Q Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY - 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I GI @20.00 PERMIT FEE $ 208.90 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in Worce and effect. %' �J� License Class Lic. No. �7 0 / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. 8 ACC. S. SO 3.,¢s,, NpNpO�IDT MULTI.OurLET TS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. ounzr OR FIXTURES .00 BAL O 1. 0 Ex. Occup. DFlx�LEED�A N p OEA 5.00 Temporary Service 23.0023,00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 221.85 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 2 25.00 50.00 Cooling 2 ton 2 25.00 50.00 Hood Ventilation _ 6.50 6.50 3 �:ls Sv13.50 2 gas furnace 0.00 PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shallVN not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the�HAZ. orker ' ompensatio provisions of section 3700 of the Labor Co e, I shall f wi om ly t those provisions. X Date Z Signatury of pplica t - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" de p and demolition or construction of structures over 3 stories in he' Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 CONST. TYPE TOTAL F $23-07.75 V35c ..^ D. F it is hereby issued under of the Butte County Code and/or indicated above for which fees have l/a By EMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate 7 6 �%2 11 03 D fe ReceiptNo.-5 97 1 WHITE.D.D.S.-B.D. CANAR INK -I PECTOR GOLDEN R -APPLICANT �i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE S PROPOSED BUILDING USE e. � A.P. # a� DATE RECEIPT # DATE REC. �v 1. BUILDING PERMIT FEES 2 --Ralance-Due ......_...�................................ $ J �� .. A�"ditiona Due ............................................ $ - --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ........................_ ...... $ 2. SCHOOL DISTRICT FEES _ ��v✓' I (paid at District O t e) <3.SHERIFF FEES (paid7BuildingDivision) 3Residential.................360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Ant. —,&ZRECREATION DISTRICT FEES 0.�— 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 -��(O $2500.00 (paid at Building Division) 10. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed durin the plan c eckin proc ss. APPLICANT DATE 0� Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have. been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ~»y - 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: L v ASSESSOR PARCEL NUMBER /J Proposed Building Use: ✓ Counter Technician: Date: �,2 IIte7.1prt quired in order o apply for a permit. All boxes MUST be checked OR marked NA in order to apply. plans, 3 or 4 sets, signed by the preparer of the plans. F omplete plans, 3 or 4 sets, signed by the preparer of the plans. �3. En ineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. gtneered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. f 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. s c /1907.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. `(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 114. ',ees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings .................................... /��y . Sanitation and plot plan approval from the Environmental Health Department in Cj 17. City of Chico Plumbing permit ......................................... ............. (W 8. California Department of Forestry plan approval ❑ paid..Sent by: ❑ 19. Planning approval for (A) Use: Q<(B)Parking: (C Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification.(❑ Given to owner,' ❑ Mailed to owner) ..................... Letter o gnature aut or on.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 4nd holdfor pick` / I have been i and requirenfents for obtaining abuilding permit. Applicant: ./e' z Date: 7 1. Index permit application for the above items numbered: 4�z Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by b phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, .-0 mail, ❑ counter, by Date: Plans reviewed by: Date: Structural reviewed b L Date: i .Plan s'`Apo roved by: Date: uctural approved by: PY Date: Note transfer by: Date: �� _LP2AI Yellow: Building DiJiS61'" TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance L � vol• b�v� 7 _.. 6j Eeahe%n a VA V r LOV 2-E L V 5;k'0 Lxrq68 Cid Qql� 41- 350 - 015 'Fc-> ` c'h Owner Location J AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well � Clearance for31o�dwelling. Other '3 beokv0C5vv--i Hold final for: IG 'i- 1.KA i i1na1 VD e-x)\rirOv-\rney\A-zd Final clearance O.K. for: NOTE: 'Do Infl-� ai lbw ck".. -CA \ Y",CA QV%Ai 6o►-� c.( Govan m v V --N, m ��ou� h �s a-�(� GoYn p l e le 111 C Om p (i a ice« Cr'1 t� oc-;b6 Environmental Health Specialist Date Ler, METS Yz SiLti 57Ct� S leryL S l2� 02 8/96 E.H. USE ONLY 1401 Plan Attnchod e riooa Plan A >t d 'Sant to 6.0 ! L � vol• b�v� 7 _.. 6j Eeahe%n a VA V r LOV 2-E L V 5;k'0 Lxrq68 Cid Qql� 41- 350 - 015 'Fc-> ` c'h Owner Location J AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well � Clearance for31o�dwelling. Other '3 beokv0C5vv--i Hold final for: IG 'i- 1.KA i i1na1 VD e-x)\rirOv-\rney\A-zd Final clearance O.K. for: NOTE: 'Do Infl-� ai lbw ck".. -CA \ Y",CA QV%Ai 6o►-� c.( Govan m v V --N, m ��ou� h �s a-�(� GoYn p l e le 111 C Om p (i a ice« Cr'1 t� oc-;b6 Environmental Health Specialist Date Ler, METS Yz SiLti 57Ct� S leryL S l2� 02 8/96 Schuster SFD County of Butte - Second Check Lindborgh cir LP2A Job No.: 2020015-008 April 29, 2002 Page 4 Provide engineering calculations for the rafters supporting the Forced Air unit. Justify lag bolts or specify machine bolts for the connection of the threaded rod to the rafters. Please provide the aforementioned 'requested information. Provide ceiling framing plans for all areas, including coffer ceilings, flat ceilings, and vaulted ceilings. Provide details showing connection of rafters to ridge beam at vaulted ceilings. Your response refers to attached sheets 8 & 9, which refer to "Ridge" details. The request information is in respects to ceiling framing members. Please clarify. M. Identify the front wall of the laundry room, bathroom and bedroom as bearing walls. Please provide the aforementioned requested information. n. Provide references on . the roof plan showing location of the needed/required details. Le. 1/5, 2/5, 3/5, etc. Please provide the aforementioned requested information. W. At the front wall of the kitchen provide sptie from front wall into roof framing over the dininpoom. Please clarify the location of your response, we are unable to locate the requested straps. �. X. At the front wall of the pantD4 provide stra es from front wall into the roof framing over the kitchen and into the garage roof framing. Please clarify the location of your response,_ we are unable to locate the requested straps. S4. Provide a complete set of "General Structural Notes and Specifications" as part of the structural plans. See Sheet 1, 2, and 3 of the engineering calculations. The structural calculations were not submitted in this package, Please clarify the s location of your response and provide a copy of the structural calculations. If you have any questions regarding the above comments, please contact Robert_ T. Berna at (916) 725-4200 between.8:O0 A.M. to 5:00 P.M., M -F. [END of comment list] rmt,,?. w► N i,�zow f mem t4cj v cN-A I L 415' �=0W2 A41 Y—S �v S f z/oz FAY 40Y,7 T ,MIKE t4N v,5`ey 0 1� April 29, 2002 County of Butte- SECOND Review Jurisdiction Appl. No.: 02-0358 LP2A Job No. 202015-008' Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Schuster SFD Address: Lindborgh Circle Dear Mr. Vieria: Linhart Petersen Powers Associates (LP2A) has completed a second review of the following documents: 1. Plans: Three (3) copies plan sheet 1 through 7 not dated by Vision Homes Design. 2. Structural Calculations: One (1) copy dated February 15, 2002 by Vertical Technology Engineering. 3. Title 24 Energy Compliance Documentation: One (1) copy dated February 15, 2002 by Energy Calculations Services. 4. Geotechnical Report: Not Provided Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were reviewed only for their conformance to the 1998 California Building, Plumbing, Mechanical, and {Electrical Codes (i.e., state amended 1997 UBC, UMC, and UPC and 1996 NEC). Our comments follow on the attached list. Please submit an itemized response' letter and two (2) sets of complete and revised documents with all revisions clouded. Sincerely, LIN ART PETERSEN WERS ASSOCIATES - Jerry riffin I.C.B.O. Plans Examiner RTB:kb i:\pendingplanreview\butte\202015-008.doc enclosures cc: Applicant LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 Schuster SFD County of Butte - Second Check Lindborgh cir - LP2A Job No.: 2020015-008 April 29, 2002 Page 3 This issue has not been addressed as of yet as the electrical sheet from the original submittal (Sheet 6) has. not been included in the resubmittal. Of the resubmitted sheets, Sheet 7 is missing, and the original Sheet 6 (previously electrical) has been replaced by a ceiling plan and some details. Please include the electrical sheet in the resubmitted plan sets. STRUCTURAL COMMENTS: S3. The following comments are from Sheet 5. Revise as indicated below: Revise Roof Framing Span Table to match Sheet 38 of the engineering calculations. Please revise the table provided, the hand written figures are not legible. Sheet 5 le. Identify all framing members, i.e. rafters, ridge boards and beams, hips, and valleys. Please identify each member in its plan sheet location. f. Specify size rafters, ridge boards, hips and valley rafters. Specify spacing of rafters. Y , ` Please clarify the plan sheet location of your response. This information shall be located on the plans. Having to research a second document, i.e. UBC during an inspection is not acceptable. ' s / g. Show support of all framing members including ridges, hips, valley's, etc. Please clarify the plan sheet location of your response. This information shall be, located on the plans. Having to research a second document, i.e. UBC during an inspection is not acceptable. �. Identify all California'framing areas and provide California framing plan and details. Show size of ridge, rafters, and specify spacing of rafters. Show method of providing attic ventilation and attic access to California framing area. The referenced item is identified as a "Typical Overhang" detail. Please clarify the location for the requested information. j. Specify all?post to beam/header connections. Specify make and model number of metal connectors. The information provided appears to be incomplete. To what are the. members connected to with the hanger type shown. Furthermore, there does not appear to be a post to'beam connection listed, i.e. 6x6, 4x4 post to ? COMPLETE THIS INFORMATION: RECORDING REQUESTED BY: AND WHEN RECORDED RETURN TO: Oz�.�`lL� Gl9 ��►��� /40�r; COPY of Document Recorded 06 -May -2002 2002-0023210 Hae not been compared with original BUTTE COUNTY RECORDER THIS SPACE FOR RECORDER'S USE ONLY Document Title(s) THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION ,• (Additional recording fee applies) AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CIENTJER DRIVE OROVHLLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-5 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be -subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operation's including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents Within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 1'P#047-350-013,14,15 ptn See attached for legal description Date: �l� D� PROPERTY OWNERS: The Jehle Family Living Trust Dated June 22, 2000 � o-G—c=Z_ W by Robert W. Jehle, Trustee Jehle rustee State of California) County of 54 14�) Lfc" ®nMA'l �, 2 -MZ -before me, (. ersonally appeared LC-- -peknown to nae (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/leer/thei gnatu (s) on the instrument, the persons) or the entity upon behalf of ewhic a persons acted, executed the instrument. WIT SS my hand nA official seal. Seal: RAJ MEHTA N Comm. N 1319079 NOTARY PUBLIC -CALIFORNIA \ .Santa Clara County aty Comm. Expires August 21, 2005 's nun /9 n I. 1Zi Preliminary Report Description Order No. BU -196174 DMP The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 25, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 7, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002- 06300, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HER BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PORTION OF APNS 047-350-013-000; 047-350-014-000 AND 047-350-015-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR COMMUNITY SEWAGE TREATMENT AND DISPOSAL FACILITIES OVER COMMON AREA LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. Page 6 Schuster SFD - County of Butte - Second Check Lndborgh cir LP2A Job No.: 2020015-008 April 29, 2002 Page 2 A. Provide the following general information on the cover sheet of the plans: Type of Construction: V -N ' - Stories: 1 Building Area (sq. ft.): 3266 Living Space 1187 Garage 379 Front Covered Porch 349 Rear Covered Porch B. The following plan review documents are based I on the County of Butte Building Regulations., For your convenience, the following comments are referred to the 1998 California Building Code.(i.e:, 1997 UBC, et al, as amended by,the State of California) unless otherwise noted. C. Please respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which detail, specification, or'calculation shows the requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. D. For clarity, specify on cover sheet that the 1997 UBC, UMC, UPC, and 1996 NEC, as amended by State of California and local jurisdiction are applicable to this project. E. Please be sure to include on the resubmittal the architect's/engineer's "wet' stamp, signature, registration number and expiration date on all sheets of plans [all sheets of plans depicting structural designed elements] and cover sheets of specifications and calculations. UBC 106.3.2 F. NOTE: If site -related comments are applicable to this project, they will be generated by others (e.g, City Engineering, Public Works, Health, etc.). 1 n G. Provide confirmation the shown private sewage disposal system (i.e., septic/leach field system) has been approved by the appropriate Health Authority. T-24 ENERGY COMPLIANCE COMMENTS: T1. Amend the plans to specify fluorescent lighting in the kitchen and in bathrooms per Title 24 . energy requirements, mandatory measures, per California Energy Code Section 150(k) 1 and 2 Amend the plans with regard to lighting as follows: A. General lighting in kitchens must provide sufficient light for basic tasks and provide a uniform pattern of illumination. The control for the general kitchen lighting must be on a readily accessible switch at one of the entrances to the kitchen. B. Bathroom lighting requirements require a high -efficiency light source in each room with a shower or bathtub. NOTE: An alternative to the bathroom lighting is to install both of the following: (1) a high -efficiency lamp in a utility room, laundry room or garage and (b) all lights permanently mounted to the exterior of the residence for outdoor lighting must' have either high -efficiency lamps or equipped with a motion sensor. 1- `Schuster,SFD County of Butte -First Check " Lindb&0h &k LP2A Job No.: 2020015-008 March 26, 2002 Page 2 Re:` ; Occupancy Group(s): R3/U1 !- 4ype of Construction: VN - -- . S�toi l ` `building Area (sq. ft.): 3266 Living Space 1187 Garage l 379. Front Covered Porch 349 Rear Covered Porch A. Provide the following general information on the cover sheet of th-1 s: ,. A. �. Building Occupancy Groups: 13.E Type of Construction: APR 17 2002 Stories: •D.•', .-Building'Area: E. : Automatic Sprinklers: _ B. -The following plan review documents are based on the County of Butte Building Regulations. For your convenience, the following comments. are referred to the 1998 _ r `Califor'nia Building Code (i.e., 1997 UBC, et al, as amended by the State of California) r; _r ufiless;6therwise noted. _ i� C. Please respond in writing to each comment by, marking-'the attached comment list or creating a response letter. Indicate which detail, specification, or calculation shows the r' requested information. Your complete and clear responses will expedite the re-check and 4` hopefully, approval of this project. Thank you for your assistance.. r : ;D:: For,, clarity,. specify on cover sheet that the.1997 UBC, UMC,..UPC, and 1996 NEC, as amended by State of California and local jurisdiction are applicable to this project. _ . E.• Please be sure to include on the resubmittal the architect's/engineer's ' wet' stamp, signature, %registration number and expiration date on all sheets of plans [all sheets of _ plans depicting structural designed elements] and cover sheets of specifications and calculations. UBC 106.3.2 F. .NOTE:_' If site-related comments are applicable to this project, they will be generated by others (e.g, City Engineering, Public Works, Health, etc.). G. ARCHITECTURAL COMMENTS: `r r1p,11 linimurqsolid,�g—,Qr_,.20-minute -rates"do$r with self-closure' at �., eparation wall between garage and residence, per -UBC 302.4 Ex. 3 /'mac(,► A/,p Specify tha all air ducts penetrating the separation wall or ceiling betwepA.thp gar19e and- ' ' ing area shall'tie a'MY rnimum 6f'26'GA:; per UBC 31:4 Ex 0 A rLS . _ - I th �,p ansa#or.�stiowe[ a,nd, tub/shower walls to specify a smooth, hard, q nonabsorbent surface (e.g., ceramic He�"ovei _a riidistui ±'resistant ur derlaymenf (e.g: w.r.-,� - gyp)10 a height of 70 inches above the drain inlet, per UBC 807.1.3 Schuster SFD County of Butte - First Check Lr'ndboitgh cir LP2A Job No.: 20200157008 March 26, 2002 Page 3 ., �= I _ {� � „SLI!/� = • M / p8afgr'V'method``of�p Viding a weatfier-resistive 4 "e."ezteitior':waI1Wp per :IJBC X?.I' Specify exterior wall finish material. t �5. yise pslans to indicate that the floor-or landing on each side of, doors ,isanot ;more than 1 'F r nclihowperthan the fop of the threshold of the doorway, per UBC 1003.3.1.6 oy �qv /" ✓100' 6lidriAlfw✓ ~ end-th Yflo.QG,plans to, show appmum 36 inch deep land i}n. ng outside all exterior doors not more. than 8 inches lower than threshold for in-swinging door's, and'-not more than .1 inch lower than threshold for out-swinging doors),'per UBC 1003.3.1.7 S- A7 ;Specify the make, model number, and I.C.B.O. evaluation reportnumberor other 00roved listing)-of the metal fireplace on the plans, per UBC 3102_.5.1 _ ddh+ r�oteT, to-pla'Ms- "Metal prefab`s freplaces� to' `be' installed'- per manufacturer's spV if, tion". A9. Amend the pllaps to spe�cifythat the;,chjmney tern�ir�ates,a minimum-o ttwo feetAabov"a y� pa-ft of t>�ie building or roof within 10 feet,. per UBC Table `31-B CP6t,A) e,-U6 'TTZ> i011fA_-> . „A10. Di elisiona located above the 4'0" x '6" windows at the Great Room. y y_�� - i:Z!Yt; /?- I -fr:'S l' .. 1 .. > Al f. Provide dimension of the skylight. ' �:s.-�c�:.see::;!-..ar:�.;•�t:._r<_....: - __ .,. =:; r ECHANICAL, PLUMBING AND ELECTRICAL COMMENTS: _pec i#y,-_ttte,seismic,anchorage-of-•the•-water-heatdr to'incldde`i&ticirs `or' 'traps at, points . within the upper and lower one-third of its vertical dimension, the lower anchor/strap I ocated to maintain a inimu-mdjstogce of 4 inches above the controls, per UPC 510.5 ct Specify a. smooth metal duct for the dryer exhaust which extends outside with a backdraft damper, per UMC 504 and 908. • Show . how dryer exhaust will -be routed and show compliance to UMC*504.3.2 for length limitations.-(14" with 2-90%elbows). ?Specify non-remc�,rable.,backflow prevention devices ,on all exterior hose bibs, per UPC 603" \ Specify a. pressure relief valve with a drain to outside at the water heater, per UPC 608.' Amend 08.- Amend the plans to--specify that shower and tub-shower combinations shall be provided ' with individual control valves of the pressure balance or the thermostatic mixing -valve P 9 type; per UPC SECTION 420.0 - Schuster SFD County of Butte - First Check Lindborgh cir LP2A Job No.: 2020015-008 March 26, 2002 • Page 4 T-24 ENERGY COMPLIANCE COMMENTS: T1. Amend fhe plans to specify fluorescent lighting in the kitchen and in bathrooms per Title 24 energy requirements, mandatory measures, per California Energy Code Section 150(k) 1 and 2 Amend the plans with regard to lighting as follows: A. General lighting in kitchens must provide sufficient light for basic tasks and provide a uniform pattern of illumination. The control for the general kitchen lighting must be on a readily accessible switch at one of the entrances to the kitchen. B. Bathroom lighting requirements require a high -efficiency light source in each room with a shower or bathtub. NOTE: An alternative to .the bathroom lighting is to install both of the following: (1) ahigh-efficiency lamp in a utility room, laundry room or garage and (b) all lights permanently mounted to the exterior of the residence for outdoor lighting must have either high -efficiency lamps or equipped with a motion sensor. —STRUCTURAL COMMENTS: The following comments are from Sheet 3. Revise as indicated below: ProvideAimensions, on- plans to I&ate all exterior pad footings. Provide s ensions.on plans to locate all interior pad footings. ���:.:% ids✓ !�iriro Provide dirpe�nsiopsNto_ locate all interior foundations and dimension, length, of enounda{ions. : P_pvide.de ail.Bhoyving installation of PHD's Provide pkdtq9fings F1,5_for,,.Gravity columns, C5- and. C9, perr Sheet 39,of;_the L, �­rigineenng calculations.rTZx_ ;,S2 The following comments are from Sheet 4. Revise as indicated below: �f )se..^yla eelti`o�Sh w tion of aII �yJ� Severai.p tare not_shgwn,..see f _frpnt of garage, end f alnnttry wall; end of kitchen-counter-near'dining room, aria at entry closet. Provi a di�nepgion� to locate covered porch post at right side of dining,_room„and to locate post�etween kitchen and dirnng room:'' length hear:W ne41 to ,faitie`'ngl ofthl inning --Clarifylen aj � _� ffectnte. Q shoAi read h 2.5 feet: J _, J. ` Schuster SFD _ • Lindborgh cir March 26, 2002 County of Butte - First Check ' LP2A Job No.: 2020015-008 . Page 5 - -S3... The following_comments are from Sheet 5. Revise as indicated below: Clarify length of Drag for Shear Wall Line 3, as Sheet 16 of the calculations states ' 41 fleet to .be; dragged where plan sheet does not match:,. Calculation states 2706 - "pounds to 6e dragged where Drag Mark is "A" which the maximum load is 1650. Clarify drag strapping size, length, and installation. Revise size of Beam 3 to match Sheet 19 of the engineering calculations. - Calculations state 51/8 x 12 GLB where plans show 3 1/8 X 12 Micro Lam. c. , ' Revise sheet to show support of Ridge,Beam 8 -at the exterior end of the beam at . the fireplace location. Specify and detail support of beam 8. Revise] RoofFraming Span Table to match Sheet .38 of the engineering - calculatiCns. r -Identify all framing members, i.e. rafters, ridge boards and beams, hips, and valleys'. = f: Specify size rafters, ridge boards, hips and valley rafters. Specify . spacing of Show su ort of all -framing members includin rid es, hips, valle ,s, etc. _ 9 PP 9 9 9_ P f Provide .details showing purlins and struts and connections. Detail to show how -thrusts loads are resolved. t �Identi I alifom fra,rning area nd prpvide Califorr8a framin Ian and details.' -'deet SF, .. .. p1lif oy ,fr n y .:�'.: r ,� , 9 P Sliow'size of ndge�; rafters, and specify spacing. of rafters. Show method of providing'. attic ventilation an4attic access to California framing area\ Is- all post to beam/header connections. Specify make and model number of .. metal connectors. _ \ J( `` Provide enginmer♦og¢,cakc ulatiorls.;for lie,rafters tswpp�p tib_ the .Forced Air unit. - •. . - - . - :: T tfy . J.usttiy. lag bolts or specify ine -bol s• or the connection of'the threaded rod to tti� rafters. -Provide ceiling framing plans for all areas,, including coffer ceilings, flat ceilings,` and vaulted ceilings: `Provide details showing connection of rafters to ridge beam '.' of Vaulted ceilin` gs. e6- entifj `tie' rant wa kof e;slaund ` wni,,..bath oom,.pnd;-bedroomk,cis'bearing;�, n. P o� de,�refe ces- on the<400f,-1plar� shho/wii�nggc�lo�:ation�Pf the needed/required . ' •� - ;t'� Ia ., a .t 1 ,'t.. _�.. 'k• y -. s� ji:i'='//5; 3/ etc j: o: _..y Revise Detail 1 to specify and show connection of 2x brace to blocking and rafter -gable end wall (A35 -etc). ;at the roof and specify connection of .the 2x- brace at the Schuster SFD County of Butte - First Check Lindborgh cir LP2A Job No.: 2020015-008 ' March 26, 2002' Page 6 Continued from the previous sheet: -(�'p.IlLe ;:yyahtfea"n'ti�y'as>a beanng$wall �� p� ©wj-size' sOf ,�Y��eadl dor aU ope ings e B&� Provide (after ties where ceiling foist and rafters are; not parallel. If, rafter ties R : cannot be used (r.e. vaulted ceilings), provide engineering for roof assembly not �N complying with UBC 2320; . Dimension all overhangs. Provide `top plate splice,'detail showing 17- 16d's per engineering calculations Sheet 11. r u. -Provide a continuous cord and strap ties at the following locations: _ ront wall of study. owe _Oeloo, Front facing wall of garage at 3x5 window: At the- front Wall. of the bedroom provide strap tie from the 6x10 porch beam into _ the syucture.. At the front wall -of the kitchen provide strap tie from front,wall into roof framing ' over the dining room: - - _. At the front wall of the pantry provide strap -ties from front wall into the roof framing 'overrthe kitchen and into -the garage roof framing. _Provide 'a complete set of °General -Structural Notes and Specifications" as part of the " = , structural plans. See Sheet 1, 2, and 3 of the engineering calculations., t If you have : any questions regarding .,the above comments; please contact -Robert T. Berra at (916).725-. 00 between -8:00 A.M. to 5:00 P.M:; M -F. _ -[END of'co`mment list] T-. :. FEB -2-2002 11:22A FROM: TO:8956512 P:111 r. Ell ' •�s IMA M% Certificate of Conformance Certificate 052736 THIS IS TO CERTIFY that the glued laminatea timber products identified with a G011rr:. ;e mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applica:J- standards and associated specificailons indicated below* ANSI Standard A190.1.1992• For Wood Products - Structural Glued L.-minated Timber NER-486 Glued Laninated Timber Combinations And "GAP" Computer Program For Determining Design Stresses I AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species I IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated ti ? e members were produced in a manufacturing facility subject to:regular audits in acwrdance with the 5rigineered Wood Systema (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in. -plant OA program with adequate sam�:l:-g to verify conformance to industry standards for lumber grade and glueline bond quality. t -Q- Grl� tiioo Fv Y X, 4 �2 �0 % SEAL rtt: by t z Thomas G. Williant5r:: Executive vice Presi:ii.,,1 --TEREO NoOG 5r5TCArS �. o reu4P L6rK.1e:ion bt 701 h go,m, 1»n Use, • P.'� , NAI - :,tf ENGINEERCP WOOD Ab SOC ee+.t>W • )xom., WA 01-07,K,rAT.ON I.— (753)aS. 000p. Pnv NwroM. l:b2t1 SLS.72,!, JAM -31-2002 THU 11:26AM 1D: PAGE:]. WAus FIDeRS THERMAL PERFORMANCE -ATTIC BLOWING APPLICATION —TI In accordance with the chart above, you must install the minimum number of bags per 1.000 sq. IL of net area for each R -Value listed. The maximum net coverage must not exceed that specified for each R -Value, The installed insulation must be at or above the specified minimum thickness for each R -Value. Failure to install the required minimum weight per sq: ft of insulation at or above the minimum thickness will result in reduced R -Value. This product should not be mixed with other blown'irtsulations or the thermal claims will become invalid. • DANGER: RECESSED LIGHT FIXTURES -TO PREVF.N'r OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT RXTURES WrM THERMALLY PROTECTED BALLASTS. 30.2a-233861dm Sratemem A Sant.WOarn company 02002 CcftinTeed C—r--tmn 1102 FF9-1-2002 FRI 10:34AM I0: po1-c• 1 4Y FEB -2-2002 11:24A FROM: TO:8956512 P:1/1 FROM . CHICO 1 ri�,:u 1 a t i un FAX NO. 630-894-24'!` Dec. 19 %002 10: 21AM F1 2 �01 0 CertainTeedM Builders Statement lnsulSafe 4 Fiber Glass Blowing Insulation Homeowner Name / Jobsite Name -" QS Home Address C cs -� n l'�; l `aZ. (nstaller/Contractor (sign) Wmpany Name _ Date Builder (sign) --- Company Name Date Inspected By (sign if required Date THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • Iri accordance with the chart above, you must install the minimum number of bags per 1.000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. The installed insulation mm -t be at or above the specified minimum thickness for each R -Value. Failure to Install the required minimum weight per sq. ft of insulation et or above the minimum thickness 11 result in reduced R Value_ • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WrrHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTFGTEO BALLASTS. 10-24-233 Builders Staismarn A Sa-m-Gobain company 02002 Cedain'reed CorDctanon 1/02 FFR -1 -PORP FRT 1 GI: Z4AM Tn: PAGE: 1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM .(One form per Building) School District 1.,. r' ` 1 C 0 (A V, j \ Building Department No. #1100 A.P. Number ' Jurisdiction: City County Property owner <1 L I C- L. r' Property Location/Address Subdivision 2-&% S P, A r, Lot No. OS ............................................................................................................... Residential Development PfLiving Sq. Footage No Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): Commercial/Industrial New Addition G Building Department Repfesentative (Floor Plans reviewed by School District District Identification No. (%%--) 7 z School District certifies that A (Street Address) (City) - has complied with the requirements of Resolution No representing _1C/6 square feet. (State) OCA AB 2926 acnooi uistnct representative Paid by Check # Remarks: Sq. Footage (Including Exterior Roofed Areas) o Z Date I (Applicant) (Phone Number) 96 /93 (Zip Code) by payment of $ �/ 5 S I S Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the schooldistrict's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm !' 14" 1' BUTTS COUNTY PARKS DEVELOPMENT FSE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT , Assessor Parcel .Number(s) 350` Of's /-,o P 2—:5 Property Owner SC S ILe Project Locationl/Address Subdivision Lot Number(s) ' Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential . yto Residential Total Number of Dwelling Units i .Comment: i Building Department Representative Date Chico Area Recreation and Park District(CARD) certifies that d -C,_ a 7 (Applicant Name" (Phone Number) (Street Addr s �;ca J� Com C . s��3 (City) f(State) (Zip Code) has complied with the requirements'of Butte Co. Resolution No. 90-140 by r Q nn payment for dwelling units @ $1,189.for total payment of $ CARD Representative O PAID.BY CHECK NO. REMARKS: BANK NO. ci O-'W)Oz 1.;-I PAID BY CASH RECEIPT NO. 1 W c.. Da k 05/MiD2 - 07773 ?,.27AM XXXTUTAL 41189.00 Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. }. park.fec (form revised 11/90) ' SITE PLAN REVIEW APPLICATION Date: Z-20-02 Permit Number (if applicable) a Z— O 3S U AP# APPLICANT INFORMATION Parcel Size: Owners Name: S cl-Ny3TCrZ STE FH6f\) Owners Address: Lioll S v (�-IJ�SS 217 - GH l CO L-A Telephone No.: Li — 0 9 Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ® Conditionally Approved ❑ Resolve Problems Prior to Approval J1 Site Plan Stamped Approved By LYo Date 02 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) N SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: 'K I • Flood Panel No.: a 326 Index Date: H - 2b - erV ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ® North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement t{ Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front L Side �O Side Street Rear Z p 3 0 Height L� Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other --------------- ; Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 0 is Subdivision Map/Parcel Map:P(-36�so.;o ; t;�r�'u�r�(;- S u r3 Map Date of Recording: 2— 'S — v'Z Lot: ZS ❑ Use Permit/Minor Use Permit Permit Number: Book: i S 'S Date of Approval: Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 1� 1 L4 a ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as. amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 300ro. The Erosion Control Plan must be prepared by a registered civil engineer or o4, qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated. with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services. Building Division." ❑ Engineered foundations are required. l ❑ Class A roofs are required. Page 4 of 5 v �r I S 2 -- NOTES: NOTES: S0r-1 u 11 '-�k �� 2- S © C2 - ALL WATER WELLS DRILLED IN AREAS OF KNOWN FLOOD HAZARDS MUST MEET THE CONSTRUCTION STANDARDS AS SET FORTH IN BUTTE COUNTY CODE 23B -9C. DEVELOPMENT OF LOTS 1 THROUGH 30 WILL REQUIRE CONNECTION TO THE COMMUNITY SEWER SYSTEM. LOT A IS TO BE HELD IN COMMON BY THE HOMEOWNER'S ASSOCIATION FOR THE PURPOSE OF PROVIDING A COMMUNITY SEWAGE DISPOSAL SYSTEM. ALL DOMESTIC WELLS SHALL BE LOCATED A MINIMUM OF 5' FROM LOT SIDE LINES, 50' FROM SEPTIC TANKS AND PRESSURE SEWER LINES, 100' FROM STORM WATER DETENTION AREAS, AND 150' FROM THE COMMUNITY SEWAGE DISPOSAL AREA. LOT 71S A DESIGNATED COMMON AREA FOR THE REPAIR OR REPLACEMENT OF THE COMMUNITY SEWAGE DISPOSAL FACILITIES. A SEWAGE FACILITY EXPANSION AGREEMENT IS RECORDED UNDER RECORDER'S SERIAL NO.2 O O A - 000 SCJ 33 PROPERTY OWNERS AGREE TO BE INCLUDED AND PARTICIPATE IN ANY FUTURE CHICO AREA RECREATION DISTRICT FORMATION OF A LIGHTING AND LANDSCAPING DISTRICT FOR THE NEIGHBORHOOD PARK IDENTIFIED AS LOT B ON THIS MAP. FLOOD ZONE "A" PER FLOOD INSURANCE RATE MAP 06007C0320D, DATED 01-20-2000 March 28, 2002 Re: Building Permit Application for: Stephen Schuster 4011 Spyglass Road Chico, CA 95973 Dear Mr. Schuster: In order to alleviate a current backlog in our plan check process, we recently contracted with an outside firm to provide plan check services for a number of jobs. Please find the enclosed plan check letter from LP2A regarding the above mentioned job and location. The following comments should also be considered as part of the plan check response. 1. You will need to enclose the eaves on the left side of the house because it is less than 30 feet to the property line. There are also a number of comments included in the LP2A plan check letter which are required by the Uniform Codes, but in Butte County are not generally required as part of a plan submittal. These are reviewed during construction inspections by the field inspector. I have lined through the items that we do not need a response for. Please respond to all other items as requested. Please direct all re -submittal documents to. the Butte County Building Division. Sincerely, Lin Simpson Building Inspector III for Michael C. Vieira Manager, Building Inspection March. 26, 2002 Cty of Butte- FIRST Review Jurisdiction Appl. No.: 0270358 LP2A Job No. 202015-008 ` Mr. Michael Vieira County of Butte: 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Schuster SFD Address: Lindborgh Circle Dear Mr. Vieria: Linhart Petersen Powers Associates (LP2A) has completed an initial review of the following documents: 1. Plans: One (1) copy plan sheet 1 through 6 not dated by Vision Homes Design. 2. Structural Calculations: One (1) copy dated February 15, 2002 by Vertical Technology . Engineering. 3. Title 24 Energy Compliance Documentation: One, (1) copy dated February 15, 2002 by Energy Calculations Services. 4. Geotechnical Report: Not Provided / V r A1' 1 These documents were reviewed only 'for their _conformance to the 1998. California Building, Plumbing, Mechanical, and Electrical Codes (i.e., state amended 1997 UBC, UMC, and. UPC and 1996 NEC). Our comments follow on the attached list.. - Please submit an itemized response letter and two (2) sets of complete and revised documents with all revisions clouded. Sincerely, LINHART PETERSEN POWERS ASSOCIATES Robert T. Berna I.C.B.O. Plans Examiner RTB:kb i:\pendingplanreview\butte\202015-008.doc enclosures cc: Applicant - LINHART TETERSEN POWERS ASSOCIATES �. 7610 Auburn Boulevard Citrus`l�eighis, CA 95610 -' (916)- 725-4200 * ,FAX (916) 725-8242" Toll Free (877) 235-0653 • Schuster SFD fountY of Butte -.First Check .. Lindborgh cir LP2A Job No.: 2020015-008 March 26, 2002 Page 2 Re: Occupancy Group(s): R3/U1 Type of Construction: VN Stories: 1 - Building Area (sq. ft.): 3266 Living Space 1187 Garage 379 Front Covered Porch 349 Rear Covered Porch A. Provide the following general information on the cover sheet of the plans: A. Building Occupancy Groups: B. Type of Construction: C. Stories: . D. Building Area: ' E. Automatic Sprinklers: B. The following plan review documents are based on the County of 'Butte Building . Regulations. For your convenience, the following comments are referred to the 1998 California Building Code (i.e., 1997 UBC, et al, as amended by the State of California) unless otherwise noted. C. - Please respond in writing to each comment by, marking "the attached comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. - D. For clarity, specify on cover sheet that the. 1997 UBC, UMC, .UPC, and 1996 NEC, as amended by State of California and local jurisdiction are applicable to this project. E. Please be sure .to include on the resubmittal the architect's/engineer's "wet" stamp, signature, .registration number and expiration date on all sheets of plans [all sheets of plans depicting structural designed elements] and cover sheets of specifications and calculations. UBC 106.3.2 F. NOTE:. If site -related comments are_ applicable to this project, they will be generated by others (e.g, City Engineering, Public Works, Health, etc.). G. Prnyo '. ., field sy e ARCHITECTURAL COMMENTS: r•, A1. Specify a 1-3/8 inch . minimum solid _core or 20 -minute ' rated door with self -closure a_t separation wall between garage and residence, per UBC•302.4 Ex. 3 _ A2. Specify that all air ducts penetrating the separation wall or ceiling between the_garage and living area shall be a minimum of 26 GA., per UBC 302.4 Ex. 3 _ A3. "- Amend the plans for shower and tub/shower walls to specify a smooth, hard, nonabsorbent surface (e.g., ceramic tile) over -.a moisture resistant underlayment (e.g., w.r. r" -gyp)�to a height of 70 inches above the drain inlet, per UBC 807.1.3 • 0-ounty Schuster SFD - First Checkof Butte . Lindborgh cir LP2A Job No.: 2020015-008 March 26, 2002 Page 3 A4.-. Specify a method of providing a weather -resistive barrier at the exterior walls, per UBC 1402.1. Specify exterior wall finish material. A5. Revise plans to indicate that the floor or landing on each side of doors is not more than 1 . inch lower than the top of the threshold of the doorway, per UBC 1003.3.1.6 A6. Amend the floor plans to show a minimum 36 inch deep landing outside all exterior doors (not more than 8 inches lower than threshold for in -;swinging doors, and not more than 1 ' r inch lower than threshold for out -swinging doors), per UBC 1003.3.1.7 - A7. Specify the- make, model number, and I.C.B.O. evaluation report - number (or other r approved listing) of the metal fireplace on the plans, per UBC 3102.5.1 , A8. Add note to plans: "Metal prefab fireplaces to be installed per :manufacturer's specification". A9. Amend the plans to specify that the chimney terminates a minimum of two feet above -any part of the building or roof within 10 feet, per UBC Table '31-B 410. Dimension glazing located above the 4'0" x 56" windows at the Great Room. A11. Provide dimension of the skylight. <. - MECHANICAL, PLUMBING AND ELECTRICAL COMMENTS: P1. Specify -the seismic anchorage of the water heater to include anchors or straps at points , • within -the upper and lower one-third of its vertical dimension, the lower anchor/strap - located to maintain a minimum distance of 4 inches above the controls, per UPC 510.5 ; M2. a uc or the dryer exhaust which extends ou si e �aGk&afL_ amper, C 504 and 908. Show how dryer exhaust will b ow complian _oUM ' 4.3.2 for length limitation—,2-9A°<o=el�ews) P3. Spe ' - ova e , ac ' ow preven , 60 P4. Sp ,e wa e P5. -_ `s ower and tub -shower combinations s_ a e d _ l� with in • Ti! va ves o e pressure a ance .or the thermos Schuster SFD • launty of Butte - First Check Lindborgh cir LP2A. Job No.: 2020015-008 ' March 26, 2002 Page 4 T-24 ENERGY COMPLIANCE COMMENTS: T1. Amend the plans to specify fluorescent lighting in the kitchen and in bathrooms per Title - , - 24 energy requirements, mandatory measures, per California Energy Code,Section 150(k)' 1 and 2 Amend the plans with regard to lighting as follows: A. General lighting in kitchens must provide sufficient light for basic tasks and provide a uniform pattern of illumination. The control for the general kitchen lighting must be on a readily accessible switch at one of the entrances to the kitchen. B. Bathroom lighting requirements require,.a high-efficiency light source in. each _ room with a shower or bathtub. NOTE: An alternative to_the bathroom lighting is to install both of the following: (1)'a high-efficiency lamp in a utility room, laundry room or garage and (b) all lights permanently mounted to the exterior of the residence for outdoor lighting must have either high-efficiency lamps or equipped.with a motion sensor. STRUCTURAL COMMENTS: S1. The following comments are from Sheet 3. Revise as indicated below: a. Provide dimensions on plans to locate all exterior pad footings. b. Provide dimensions on plans to locate all interior pad footings. c.. Provide dimensions to locate all interior foundations and dimension length of interior -foundations. d. Provide detail showing installation of PHD's. e. Provide pad footings F1.5 for Gravity columns C5 and C9 per Sheet 39 • of the engineering calculations. 52. The following comments are from Sheet 4. Revise as indicated below: a: Revise plan sheet to show location of all posts. Several post are not shown, see front of garage, end of pantry wall, end of kitchen-counter near dining room, and at" entry closet. \ b. Provide dimensions to locate coveted porch post at right side of dining room, and to locate post between kitchen and dining room. - - c. Clarify length of Shear Wall Line 4 located to the"right of the, dining room. Effective ' length should read 12.5 feet. Schuster SFD • 4ountyof Butte - First Check Lindborgh cir LP2A Job No.: 2020015-008 _ March 26, 2002 Page 5 S3. The following comments are from Sheet 5. Revise as indicated below: �. a. Clarify length of Drag for Shear Wall Line 3, as Sheet 16 of the calculations states 41 feet to be dragged where plan sheet does not match. Calculation states 2706 pounds to be dragged where Drag Mark is "A' which the maximum load is 1650. Clarify drag strapping size, length, and installation. - b. Revise size of Beam 3 to match Sheet 19 of the engineering calculations. . Calculations state 51/8 x 12 GLB where plans show 3 1/8 X 12 Micro Lam. C. Revise sheet to show support of Ridge Beam 8 at the exterior end of the beam at the fireplace location. Specify and detail support of beam 8. - d. Revise.' Roof Framing Span Table to match Sheet 38 of the' engineering calculations. e. Identify all framing members, i.e. rafters, ridge boards and beams, hips, and valleys. _ f. Specify size rafters, ridge boards, hips and valley rafters. Specify.spacing of rafters. - g. Show support of all framing'members including ridges, hips,, valley's, etc. . h. Provide details showing purlins and struts and connections. Detail to show how thrusts loads are resolved. i. Identify all California framing areas and provide California framing plan and details. Show size of ridge, rafters, and specify spacing of rafters. Show method of . r providing attic ventilation and attic access to California framing area. j. Specify all post to, beam/header connections. Specify make and model number of metal connectors. ' k. Provide engineering calculations for the rafters supporting the Forced Air unit. Justify lag bolts or specify machine bolts for the connection of the threaded rod to the rafters. - I. Provide ceiling framing plans for all areas, including coffer ceilings, flat ceilings," and vaulted ceilings. Provide details showing connection of rafters to ridge beam at vaulted ceilings. - M. Identify the front wall of the laundry room, bathroom and bedroom as bearing walls. n. Provide references on the roof plan .showing location of the needed/required . - _ details. i.e. 1/5, 2/5, 3/5, etc:. r.. o.: Revise Detail 1 to specify and show connection of 2x brace to blocking and rafter - at the roof and specify connection of the 2x brace at the gable end wall (A35 -etc). Schuster SFD • •County of Butte - First Check Lindborgh cir LP2A Job No.: 2020015-008 i March 26, 2002 Page 6 - S3. Continued from the previous sheet: P. Identify the front wall of the pantry as a bearing wall. q. Show size of each header for all openings, per UBC 2320. r. Provide rafter ties where ceiling joist and rafters are not parallel. If rafter ties cannot be used (i.e. vaulted ceilings), provide engineering for roof assembly not complying with UBC 2320. S. Dimension all overhangs. t. Provide top plate splice detail showing 17- -16d's per engineering calculations' - Sheet 11. U. _Provide a continuous cord and strap ties at the following locations: 1. Front wall of study. 2. Front facing wall of garage at 3x5 window. ; V. At the front wall of the bedroom provide strap tie from the 6x10 porch beam into the structure. r - W. At the front wall of the kitchen provide strap tie from front wall into roof framing over the dining room. x. At the front wall of the pantry provide strap :ties from front wall into the roof framing over the kitchen and into the garage roof framing. S4. Provide a complete set of "General Structural Notes and Specifications" as part of the structural plans. See Sheet 1, 2, and 3 of the engineering calculations. If you have any questions regarding the above comments, please contact Robert T. Berna at (916) 725-4200 between 8:00 A.M. to 5:00 P.M., M -F. [END of comment list] ITE PLAN REVIEW APPLATION - N Date: Z— 21 — 0 2 AP# 01-1 35 � � � � �j Pr Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: LJOI 1 S FY &U),277_ C,H I GO Lfi Telephone No.: B9 Li — O 8 9 Situs Address: X 25 Proposed Use: Residential IS New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Nlulti-family Non-residential ❑ New Commercial ❑ Single Family Remodel ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ DO NOT WRITE BELOW THIS LINE DEVEL OPNIENT SERVICES INFORMATION (For Staff Use) ❑ Approved ® Conditionally Approved ❑ Resolve Problems Prior to Approval 11 Site Plan Stamped Approved By 1.Y0 Date 2—`2J!�_' CQ— Page I of 5 Parcel Is In: O ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: IX I • Flood Panel No.: O' 3'2-6 Index Date: H - In - 0'0 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ® North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ C hapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit E]Agricultural Acknowledgement Statement Zoning: S i2 - Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front p L Side ISCD Side Street Rear Zp 3 0 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 i Applicable Developme0ees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) .0 Formula Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No 0. Yes ❑ Yes ❑ Yes ❑ Parcel, Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Paf Map: PRG- L&P.4, ; Map Date of Recording: 2— ! ' - C 'Z.._ Lot: 2� ❑ Use Permitylinor Use Permit Permit Number: Book: ) S'S Date of Approval: Iff Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: L� I LI �, ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services. Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 X RECEIVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL MAR 0 8 2002 Page 1 CF -1R I ENowERs assoc� Project Title.......... Jehle Residence Date..02/15/02 11:00:14 Pro'ect Address ******* Chico *v6.01* '�)v? 0350 Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services S, 2__ 1907 Mangrove Avenue, Suite E Pian Check Date Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -02067S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3266 SF.Res.- Submittal Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 3266 sf Single Family Detached New Front Facing 0 deg (N) 1 1 Slab On Grade 15.2 % of floor area 0.38 Btu/hr-sf-F 0.4 9.3 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT, LEFT BACK, BACK LEFT BACK RIGHT, RIGHT KNEE WALL, TO GARAGE Door n/a R-0 R-n/a R-0 0.330 ENTRY, FRONT TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC VAULTED TRUSS S1abEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR SlabEdge n/a R-0 R-n/a F2=0.500 TO GARAGE FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (N) 24.0 0.340 0.340 Standard Standard None Window Front (N) 35.0 0.340 0.340 Standard Standard Yes Window Front (N) 8.0 0.330 0.350 Standard Standard Yes Door Front (N) 10.0 0.550 0' 0 and Standard Yes Window Front (N) 8.0 0.330 0 Standard Yes Window Front (N) 35.0 0.340 iQ.3 s' Standard Yes Window Front (N) 20.0 0.340 0.3 a krPA�.&,*_ Standard None Door Front (N) 9.0 0.550 0.650 a Starid.ard None Window Front (N) 6.0 0.340 0.340 Sta . tandard None Window Left (E) 20.0 0.340 0.340 Standa 1 '�-a'hdard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Jehle Residence Date..02/15/02 11:00:14 MICROPAS6 v6.01 File -020675 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3266 SF.Res.- Submittal FENESTRATION REMARKS Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Left (E) 6.0 0.340 0.340 Standard Standard None Window Left (E) 6.0 0.340 0.340 Standard Standard None Window Left (E) 4.0 0.340 0.340 Standard Standard None Window Left (E) 20.0 0.330 0.350 Standard Standard None Window Back (S) 20.0 0.330 0.350 Standard Standard None Window Back (S) 54.0 0.340 0.340 Standard Standard None Window Back (S) 30.0-'0.340. 0.340 Standard Standard Yes Window Back (S) 30.0" 0.330 0.350 Standard Standard None Window Back (S) 30.0' 0.330 0.350 Standard Standard None Door Back (S) 20.00 0.550 0.650 Standard Standard Yes Window Left (SE) 10.0- 0.340 0.340 Standard Standard Yes Window Back (S) 25.0- 0.330 0.350 Standard Standard Yes Window Back (SW) 10.0- 0.340 0.340 Standard Standard Yes Door Back (S) 20.0 0.550 0.650 Standard Standard Yes Door Right (W) 18.0 0.550 0.650 Standard Standard Yes Window Right (W) 12.0 0.340 0.340 Standard Standard None Skylight Horz 8.0 0.800 0.730 None None None SLAB SURFACES Area Slab Type (sf) Standard Slab 3266 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Gas 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Recirc/Timer 1 .6 50 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Jehle Residence Date..02/15/02 11:00:14 MICROPAS6 v6.01 File -02067S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3266 SF.Res.- Submittal REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Steve Schuster Name.... Marty Runnells Company. Schuster Homes Company. Energy Calculation Services Address. 3406 Keefer Road Address. 1907 Mangrove Avenue, Suite E Chico, CA 95973 Chico, CA 95926 Phone... 530 894 0894 Phone... 530-894-8466 License. Signed., _Signed.. a e. e ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Jehle Residence Date..02/15/02 11:00:14 Project Address........ ******* Chico *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards Building Permit Plan Check Date Field Check/ Date by Enercomp, Inc. MICROPAS6 v6.01 File -020675 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3266 SF.Res.- Submittal (dote: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. ,. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.34, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. ✓ 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 3.50(f)y Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST. RESIDENTIAL Page 2 MF -1R Project Title.......... Jehle Residence Date..02/15/02 11:00:14 MICROPAS6 v6.01 File -020675 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3266 SF.Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er meat 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission._ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ✓ 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems servin<j conditioned space have either automatic or readily accessible, manually operated dampers.j� 114: Pool and Spa Heating Systems and Equipment I. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation / pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Jehle Residence Date..02/15/02 11:00:14 MICROPAS6 v6.01 File -020675 Wth-CTZ11S92 Program -FORM MF -1R User.#-MP1333 User-Energy.Calculation Servic Run -3266 SF.Res.- Submittal pilot light (Exception: Non -electrical cooking appliances i with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible 'l lighting control panel at an entrance to the kitchen. ✓ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Jehle Residence Date..02/15/02 11:00:14 Pro'ect Address ******* C ico *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -02067S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3266 SF.Res.- Submittal MICROPAS6 ENERGY USE SUMMARY Height Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 18.30 16.94 1.36 Space Cooling.......... 8.53 8.82 -0.29 Water Heating.......... 8.72 9.17 -0.45 Total 35.55 34.93 0.62 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume Zone Type (sf) (cf) 3266 sf Single Family Detached New Front Facing 0 deg (N) 1 1 ReducedYear Slab On Grade 1 30341 cf 3266 sf 15.2 % of floor area 0.38 Btu/hr-sf-F 0.4 9.3 ft BUILDING ZONE INFORMATION # of Dwell Cond- Units itioned Thermostat Type HOUSE Residence 3266 30341 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Jehle Residence Date..02/15/02 11:00:14 MICROPAS6 v6.01 File -020675 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3266 SF.Res.- Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 695 0.065 19 0 90 Yes None PLAN FRONT 2 Door 10 0.330 0 0 90 Yes None ENTRY 3 Door 9 0.330 0 0 90 Yes None FRONT 4 Wall 554 0.065 19 90 90 Yes None LEFT 5 Wall 628 0.065 19 180 90 Yes None BACK 6 Wall 31 0.065 19 135 90 Yes None BACK LEFT 7 Wall 22 0.065 19 225 90 Yes None BACK RIGHT 8 Wall 388 0.065 19 270 90 Yes None RIGHT 9 Wall 30 0.065 19 0 90 Yes None KNEE WALL 10 Wall 179 0.065 19 0 90 No None TO GARAGE 11 Door 20 0.330 0 0 90 No None TO GARAGE 12 Roof 2818 0.031 30 n/a 0 Yes None TO ATTIC 13 Roof 463 0.031 30 0 19 Yes None VAULTED TRUSS PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 14 S1abEdge 310 0.760 R-0 No TO EXTERIOR 15 SlabEdge 22 0.500 R-0 No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (N) 24.0 0.340 0.340 0 90 Standard/0.76 Standard/0.68 2 Window Front (N) 35.0 0.340 0.340 0 90 Standard/0.76 Standard/0.68 3 Window Front (N) 8.0 0.330 0.350 0 90 Standard/0.76 Standard/0.68 4 Door Front (N) 10.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 5 Window Front (N) 8.0 0.330 0.350 0 90 Standard/0.76 Standard/0.68 6 Window Front (N) 35.0 0.340 0.340 0 90 Standard/0.76 Standard/0.68 7 Window Front (N) 20.0 0.340 0.340 0 90 Standard/0.76 Standard/0.68 8 Door Front (N) 9.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 9 Window Front (N) 6.0-0.340 0.340 0 90 Standard/0.76 Standard/0.68 10 Window Left (E) 20.0 0.340 0.340 90 90 Standard/0.76 Standard/0.68 11 Window Left (E) 6.0 0.340 0.340 90 90 Standard/0.76 Standard/0.68 12 Window Left (E) 6.0 0.340 0.340 90 90 Standard/0.76 Standard/0.68 13 Window Left (E) 4.0 0.340 0.340 90 90 Standard/0.76 Standard/0.68 14 Window Left (E) 20.0 0.330 0.350 90 90 Standard/0.76 Standard/0.68 15 Window Back (S) 20.0 0.330 0.350 180 90 Standard/0.76 Standard/0.68 16 Window Back (S) 54.0 0.340 0.340 180 90 Standard/0.76 Standard/0.68 17 Window Back (S) 30.0 0.340 0.340 180 90 Standard/0.76 Standard/0.68 18 Window Back (S) 30.0 0.330 0.350 180 90 Standard/0.76 Standard/0.68 19 Window Back (S) 30.0 0.330 0.350 180 90 Standard/0.76 Standard/0.68 20 Door Back (S) 20.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 21 Window Left (SE) 10.0 0.340 0.340 135 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Jehle Residence Date..02/15/02 11:00:14 MICROPAS6 v6.01 File -02067S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3266 SF.Res.- Submittal FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 22 Window Back (S) 25.0 0.330 0.350 180 90 Standard/0.76 Standard/0.68 23 Window Back (SW) 10.0 0.340 0.340 225 90 Standard/0.76 Standard/0.68 24 Door Back (S) 20.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 25 Door Right (W) 18.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 26 Window Right (W) 12.0 0.340 0.340 270 90 Standard/0.76 Standard/0.68 27 Skylight Horz 8.0 0.800 0.730 0 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 2 Window 35.0 n/a 5 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 8.0 n/a 6.33 10 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 10.0 n/a 3 10 1 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 8.0 n/a 6.33 10 1 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 35.0 n/a 5 5.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 30.0 n/a 5 10 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 20 Door 20.0 n/a 6.67 16.5 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 10.0 n/a 5 7 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 25.0 n/a 5 10.5 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 10.0 n/a 5 7 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 24 Door 20.0 n/a 6.67 13 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 25 Door 18.0 n/a 6.67 12 1.33 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area - Slab Type (sf) HOUSE Standard Slab 3266 HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Gas 0.800 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0.645 I ' Y COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Jehle Residence Date..02/15/02 11:00:14 MICROPAS6 v6.01 File -020675 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3266 SF.Res.- Submittal WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Recirc/Timer 1 .6 50 R- n/a REMARKS HVAC SIZING Page 1 HVAC Project Title.......... Jehle Residence Date..02/15/02 11:00:14 Project Address........ ******* CEI -co *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -020675 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -3266 SF.Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3266 sf 30341 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load deg (N) Heating Cooling (Btuh) (Btuh) 22590 8218 8074 4506 n/a 6381 19186 6305 n/a 2100 4985 2751 54835 30260 n/a 6052 54835 .36312 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. P LAV Lo-T--2-5;L/AMbUQ"��� POEA,5A)v-f L A-AI DI N& U W4 3 �u , 41 SO... APPROVED Op WEI Ur Env ro �.. � I Ze-G7 QV V PEO4D � J LP�c,I'AIU i 161.00 Environmental Health F E B 2 0 2002 Chico, Calitomia VerTech Engineering To: Mr. Robert,T. Berna — Linhart Peterson Powers Ass From: Andrew Johnson — VerTech Engineering Date: 4/8/02 Re: Jehle Residence - Response to Plan Check - First C LP2A Job No. 202015-008 Structural Comments Note: "By others" indicates question will be addressed in Response to Plan Check provided by Vision Homes Design. —S1d) By others See revised plan sheet S3 for footings a C9 and C5. S2b) By others pd,000, See revised plan sheet S4 for 12'-6" shear wall. tea) See revised plan sheet S5 for full length drag as required by structural calculations. See revised plan sheet S5 for correct beam. specification. See revised sheet S5, beam 8 is headed out to 0 x 10 DF#1, which is supported by a 4 x 6 post at each end. See attached beam calculation on pg 4 for 6 x 10 DF#1. �--�S See revised plan sheet S5 for modified rafter spans. S3e) Roof framing is required to conform to UBC 2320-12 with modified rafter spans for increased stiffness. S3f) See revised plans for rafter spacing, see response to item S3e. N S3g) See response to item S3e) See attached detail , p9 5. � R SOT,See attached detail 6. , . �� • L� �¢ �C�jv�D APR 1 7 2002 S3j) See revised plans and attached detail, pg 7 . %�;,� '1 2- msS' :I S3m- Loading on FAU's is unavailable, to be provided by others. See attached detail, pg 8 and 9 for typical rafter connections at bearing walls and ridge beams. By others�z See attached detail, pg 10. By others See attached detail, pg 11 for added note on rafter ties for perpendicular ceiling joists. By others See attached detail, pg 12. See revised plans S5. S4) S4) See revised plans. NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 2.) PROVIDE A36 THREADED ROD WITH 28" EMBED IN CONCRETE AND NUT WITH 1/2- THICK BY 3" SQ. PLATE WASHER AT BOTTOM OF EMBEDDED END. HOLD DOWN SCHEDULE , W301 HOLDOWN SCHEDULE MODEL NUMBER PHD2 MIN. POST 04 DIST. FROM CENTER OF CONC. ANCH. TO FACE OF POSTPOUR i-3 -/8" CONCRETE ANCHOR TYPE SINGLE TWO POUR SST820 SSTB20 SCREWS/ POST BOLTS 10 SCREWS MINIMUM STEM WALL THICKNESS 6" PHD5 4X6 1 3/8" SSTB24 SST824 14 SCREWS 6" PHD6 4X6 1 3/8" SST828 SSTB34 18 SCREWS 8" PHD8 6X6 1 3/8" SSTS28 SST834 24 SCREWS 8" HD2A 04 1 1/2" SSTB16 SSTB20 (2) 5/8" 6" HD5A 4X6 2 1/16" SSTB20 SSTB24 (2) 3/4" 6" HD6A 6X6 2 1/16" SST828 SSTB34 (2) 7/8" 6" HD8A 6X6 2 1/16- SST828 SSTB34 (3) 7/8" 8" HD10A 6X6 2 1/16" SSTB28 SSTB34 (4) 7/8" 8" HD14A 6X6 2 3/16" 1"0, NOTE 2 (4) 1" 8" HD20A 6X6 2 3/8" 1"0, NOTE 2 -(4)l- 8" HD15 6X6 2 1/8" 1-1/8"0, NOTE 2 (5)- 1" 8" PAHD42 4X48" PAHD5 4X4 8" HPAHD22 4X4 8" HPAHD22-2P 4X4 8" TDS23 (2) 3X6 PER MFR. 7/8"0, NOTE 2 TDS25 (2) 4X6 PER MFR. 1-178-;;0, NOTE 2 NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 2.) PROVIDE A36 THREADED ROD WITH 28" EMBED IN CONCRETE AND NUT WITH 1/2- THICK BY 3" SQ. PLATE WASHER AT BOTTOM OF EMBEDDED END. HOLD DOWN SCHEDULE , W301 Beam Design Program VerTech Engineering Project: Jehle Residence Location: Response S3 -c XP 3 ft Beam E 1600000 psi P 363 in^4 . Seg Loc Stp 1 ft i Wt v Date: 4/8/02 Wu 7 LmalnLc ant R1 R2 LMAIN 6 ft ❑ Apply Special Seismic Load Cases? DL RLL Wu (psf) 0 0 Wt (psf) 0 0 P (lb) 3000 0 at Xr)= 3 ft Section Loc 3 ft Beam E 1600000 psi Beam 1 363 in^4 . Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live Load Total Load Limit (U) 360 240 Unbr. Len 6 ft Beam Width 5.5 in Beam Height 9.25 in DF -L #1 CD 1.00 CM 1.00 Ct 1.00 CL 1.00 CF 1.03 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 688 psi Fb' 1383 psi TL Defl 0.04 in Allowable 0.30 in LCANTILEVER ❑ Graph values? FLL SL 0 0 0 0 0 0 Oft ❑ Beam Shear at d from face? EQ WL Trib Width 0 0 0 ft 0 0 0 ft 0 0 Active Section Location LL Defl (in) 0.00 Envelope Max Min M (ft-lbf) 4500 4050 V (lbf) 1500 1350 Defl (in) -0.04 -0.04 R1 (lbf) 1500 1350 R2 (lbf) 1500 1350 Cant' Defl (in) 0.00 0.00 LL Defl (in) 0.00 Envelope Notes: None Fv Max Min M (ft-lbf) 4500 0 V (Ibf) 1500 -1500 Defl (in) 0.00 -0.04 LL Defl (in) 0.00 0.00 Notes: None Fv 44 psi FV 85 psi LL Defl 0.00 in Allowable 0.20 in Check Beam Size Beam S 2X RAFTER BRACE IN OTHER DIRECTION AS OCCURS 2X CLG. JOIST PER PLAN — 2X CONT. PURLIN W/ (3) 16d NAILS AT EA. BRACE (5) 16d NAI 2X4 STUDS AT 16" O.C. OR CEILING BEAM AS OCCUR— ROOF PURLIN DETAIL OOF PLYWOOD 5) 16d NAILS TYP. MIN, 2X6 BRACE AT 6'-0" O.C. MAX. CUP NO SCALE W607 0 2X6 AT 2X4 VERTICALS A 24" O.C. ATTACH TO RAFTER W/(4) 16d NAILS AT EACH VERTICAL TYPICAL OVERFRAMING .S AT 12" O.C. TERS OR TRUSSES PLAN NO SCALE W606 MEMBER SIZE HANGER TYPE 2X4 LU24 2X6 LB26 2X10 LB210 DBL 2X10 HUS210- 2TF 4X10 HUS410-TF 6X10 WNP610 GLU-LAM HWU Til ITT NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED 2. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. TYPICAL METAL HANGERS NO SCALE W304 T' CONT. VENTILATION PER ARCH. NROOF SHEATHING ST18 PER PLAN E.N.',?<Iy E.N. RAFTER PER PLAN RIDGE BEAM PER PLAN RIDGE DETAIL NO SCALE A35 CUP 4'-0" O.C. W600 0 E.N. EVrov f%TUC'o o.,. ST18 EA. E.N. r"CoV RIDGE DETAIL NO SCALE OCK e ROOF PLY: & NAILING PER PLAN E.N., E.N. FACIA BY OTHERS PLYWOOD & NAILING PER PLAN PROVIDE 2X VERTS AT 24" O.C. AT SHEAR WALL LOCATIONS E.N. 2X6 FLAT OUTLOOKER AT 24" O.C., NOTCH TOP CHORD TO SEAT OUTLOOKER 1 1 ��-2X BLOCKING AT 4'-0" O.C., T&B, (3) 12d T.N. EA. END A35 SPACING COND. B PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C. TYP. `SHEATHING WHERE OCCURS GABLE END TRUSS -ROOF DETAIL NO SCALE W603 PROVIDE 2X4 RAFTERS TIES W/(5) 16d EA. END AT EA. RAFTER WHERE RAFTERS RUN PERPENDICULAR TO CJ'S RAFTER AND CLG. JOIST PER PLAN LINE OF CEILING WHERE OCCURS PLYWOOD PER PLAN A35 COND. A PER SHEAR WALL SCHED., OTHERWISE 4'-0" O.C. EAVE DETAIL (8) 16d NAILS AT EACH CEILING TO RAFTER CONNECTION E.N. SHEAR PER PLAN NO SCALE W602 (1-1) I o d 4'-0" MIN. LAP AT SPLICE WALL CONTINUES WHERE OCCURS PER PLAN I I (5) 12d +'+1 II DOUBLE TOP PLATE STUD DIRECTLY UNDER SPLICE, TYP. AT D.T. PLATE CORNER AND TEE TYPICAL CHORD SPLICE DETAIL rx NO SCALE W451 Y Vision Home Design Reponce to LP2A Jehle Residence lot 25 S1 a. Page 3 foundation plan b. Page 3 foundation plan c. Page 3 foundation plan d. Page 4 floor plan e. Page 3 foundation plan S2 a. Page 4 floor plan b. Page 4 floor plan c. Page 4 floor plan S3 i. Page 5 roof plan k. Page 5 detail (amended) 1. Page 6 m. Page 5 roof plan n. Page 5 roof plan P Page 5 roof plan q. page 5 roof plan header notes s. page 5 roof plan 18" typical Architectural comments: Al page 4 floor plan notes A2 Page 4 floor plan notes A3 Page 4 notes A4 See detail page 5 cross section A5 Page 4 floor plan note A6 page 4 note A7 page 4 note A8 Page 4 note A9 Page 2 elevation plan A10 Page 4 floor plan All Page 4 floor plan Mechanical Plumbing, Electrical Pl Page 4 floor plan (garage) LI VerticalTechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@cs.com Structural Calculations Client: Schuster Homes Project: Jehle Residence Location: Chico, CA /S7/a1— Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. 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 Unform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 2/6/02 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC 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. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP'/." OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/:" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. Pi VERTECH ENGINEERING PROJECT: 2/6/02 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 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. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 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 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 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW ANC WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) 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 % 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 1997 UBC 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" VERTECH ENGINEERING PROJECT:` 2/6/02 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 (12) 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. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT -7e k I Q. VERTECH ENGINEERING PAGE 4 ENGINEER Ate" DATE 02 DESIGN OF C'1exlcx-aI LOCaaS roof OL rcx�'iY-) y r�i) 1 C® ps,. r,00 "f L L 2-o g s f Wosipr e-3 ,vicecl P c- 4 : t 2 vN cO � OL -�'l oor- [fit_ 05 ps -P 1O fsF . .0 P.5P SC,i srni C, Maw u�yall s � 35� • 4'/2 � � 15 Psi � � 24,C�3��1 5� Oooll E 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Jehle Residence Date: 2/6/2002 Comments: Wind Speed: 75 mph Importance: 1 4.2 Exposure: B 6.3 6.8 7.3 El One Story or Partially Enclosed Multi-StoryStructure -10.8 -11.6 -12.5 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof -11.6 -12.5 Partially Enclosed Leeward or Flat Roof -10.8 -11.6 -12.5 Windward Roof -12.6 12.6 -13.5 13.5 Slope <2:12 -10.8 -11.6 -12.5 2:12 to <9:12 -12.6 2.7 -13.6 2.9 -14.6 37- 9:12 to 12:12 3.6 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' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -10.8 -11.6 -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 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures 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- >7:12 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 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 RAW 1997 UBC Static Seismic Forces VerTech Engineering Project: Jehle Residence Comments: Date: 2/6/2002 Units: Kips & Feet (UNO) Zone = 3 EQ: Soil type = Sd 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 = 13 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS TA = Ct(hn)" Max TB = 1.4*TA VEQ = (Cv*I*W)/(R*T) Ft = 0.07*T*V (If T<.7, Ft=O) T = 0.137 M97 MIN V MAX V EQ: Cvl/RT = 0.7170 ViW: VEQ = 96.8 V: Ft = 0.00 MIN V MAX V USE 11 T-71 2.5* a I/R 22.1 0.0396 0.1636 5.3 22.1 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E vtu MOT Diaphragm ROOF 13 13 135 1755 22.1 22 287 24 10th 0 0 0 0 0.0 22 287 0 9th 0 0 0 0 0.0 22 '28 7 0 8th 0 0 0 0 0.0 22 287 0 7th 0 0 0 0 0.0 22 287 0 6th 0 0 0 0 0.0 22 287 0 5th 0 0 0 0 0.0 22 287 0 4th 0 0 0 0 0.0 22 287 0 3rd 0 0 0 0 0.0 22 287 0 2nd 0 1 0 0 0 0.0 22 287 0 1 st 0 1 0 0 0 0.0 22 287 0 I i 0 1 I/UO I PROJECT Se, ) IC." VERTECH ENGINEERING PAGE ENGINEER A DATE 2 DESIGN OF LGAc-r^G l LGyou+ PROJECT Tt= ) I iz.,o VERTECH ENGINEERING PAGE ENGINEER AS DATE 2/02. DESIGN OF L cAA-c ( G � in C� P (I I'1 P 20-7 -1 l6 IS' -2. ( Psi) 510-�>16 P 12.. ps �') --d 302 � 6 15,P )(I2,�PS�'� ---� 1I 16 P :�)0-2416 29, 15 ' t 2. co P s �')----�:� �L}.� i 16 5 — c 2�' ►5' i( 12. C:, Psi) v �2-q2�� PROJECT ��--ll CL VERTECH ENGINEERING PAGE ENGINEER AT DATE 2 DESIGN OF L-a-VO(Q ► S Y -n C., A (jjajS-l..2-- \, w 5 --- --lp I A- I� � 1 ll 2 I, 4 E — co I Co +.2 _ Y C22, loo 16) 22,IC�OIb, -�}-�-7�3I6 a 202.1 16 PROJECT,Tei ' VERTECH ENGINEERING PAGE I ENGINEER A7U- DATE 2,1ZO2. DESIGN OF L- G+tea Via, SY-n' c ( C or) t . 3- 1-) 6 as:L �+ 1 ( 22 100 I L = 3s I 1616 4 -73 I -r+ 2 '1 60 �+ I .4 ,5- I I I ®- 5-7 _ -�+2 22110 I� �% t�0� ►� PROJECT',�r� ..J VERTECH ENGINEERING PAGE ENGINEER DATE DESIGN OF L Ct-l-,cx cO 5 wmry,)o r. y e = 2 20 fr�aX —A6 Aj3 rvv,U.x C 1.4 C l Q �, 43 2 ©1) —.�,. , 2 4 22, ►oo,tb I 10 7= _j 174 i bO �44 0 alci :s C. -c'; L Ca. Lo fa- cl -T Wn t e15 c 16) A 4- 3 2 Gq w G �►C�� 4�� Co w 2011 F '3024 2 -7 3 I w 24 5 -7- I 3 3024 351 116 �s S4 t6i 4-1-b2 V\l 5 S2 Ci 2 -30S CA w IbO 3 e = 2 20 fr�aX —A6 Aj3 rvv,U.x C 1.4 C l Q �, 43 2 ©1) —.�,. , 2 4 22, ►oo,tb I 10 7= _j 174 i bO �44 0 alci :s C. -c'; Shear Wall Design Program VerTech Structural Engineering Project: Jehle Date: 2/7/02 Location: Typ SW Units (UNO): lbs, in Panel Thickness 3/s 2.37 2.91 0.92 Panel Orientation Short Dimension Across Studs • NG 1.45 NG Nail Type 8d 0.88 Anchor Bold Diam. 1/z Stud Spacing 16 in o.c. Spec Grav Of Framing 0.49 Panel Grade [C -D, C -C, UBC 21-2, UBC 23 3 Sill Plate Grade Hem -Fir AB in 2X Sill 570 AB in 3X Sill 700 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 220 2 8.4 0 8 24.5 0 4 320 2 5.8 0 8 16.9 0 3 410 2 4.5 0 8 13.2 0 2 530 2 3.5 0 8 10.2 0 44 640 4 4.2 Note 2 8 8.4 Note 2 33 820, 4 3.3 Note 2 9 5.3 Note 2 22 1060 4 2.6 Note 2 9 4.1 Note 2 1. Use 3X framing and stagger nailing where panel edges on both sides fall on same member. 2. Condition B fastening is the same as for single sided shear wall with same edge nailing AB Spacing (ft) 2X Sill 3X Sill 3.45 4.23 2.37 2.91 0.92 2.27 0.72 1.76 NG 1.45 NG 1.14 NG 0.88 12- Shear 2 13 VerTech Engineering Project: Engineer: AZI Design of: Shear Walls Framing Page: Date: Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail Wall(lbs) u (ft) IZ in A 4347 22.5 22.5 22.5 193 6" B 2079 15.5 15.5 15.5 134 6" C 5103 11.5 11.5 11.5 444 2" D 3591 17 17 17 211 6" E 4347 10 10 10 435 2" F 3024 17.5 17.5 17.5 173 6" 1 2457 11 11 11 223 4" 2 1917 12 12 12 160 6" 3 3518 12 12 12 293 4" 4 5481 17 17 17 322 3" 5 5292 15.5 15.5 15.5 341 3" 6 2835 9 9 9 315 4" 14 VerTech Engineering Project: (-C Page: Engineer: A T Date: 2 ZQ 2 Design of : Shear Walls Stability Overturning Overall Resistive Gravily OT OT Righting Net Length Len • tcthh Load Height Moment Moment M/D Wall (ft) (ft) (Ib/ft) (ft) (ft -Ib) (ft -Ib) (lb) A 23 23 300 9 39123 75937.5 -1299 B 16 16 300 9 18711 36037.5 -885 C 12 12 300 9 45927 19837.5 2441 D 10 10 300 9 18060.62 13537.5 619 E 4 4 300 9 15649.2 2400 3372 F 6 6 300 9 1 8553.6 4537.5 813 1 14 14 300 9 27138.68 27337.5 188 2 12 12 300 9 17253 21600 -182 3 12 12 300 9 31662 21600 1019 4 10 10 300 9 127566.21 13537.5 1619 5 9 9 300 9 26118.58 10837.5 1925 6 5 5 300 9 12757.5 3037.5 2228 is Design of : Shear Walls Stability(cont) Segment Segment OT Righting Net Length Height MMT MMT M/D (ft) (ft) (ft -Ib) (ft -Ib) (Ib) 0 0 o 0 0 0 0 0 0 0 0 0 7.5 9 14258 8438 889 11 9 43035 18150 2427 3 9 4666 1350 1150 0 0 0 0 0 0 0 0 0 0 0 0 7.5 9 21763 8438 1889 7 9 21509 7350 2128 0 0 0 0 PROJECT J-t,61cj VERTECH ENGINEERING PAGE t Co ENGINEER AT DATE 2 O 2 DESIGN OF L a -i c�-a I dr Cacj S I i n e.., I f --n -I h = 500- ')- I ir�f) I oa = 434 1 oad / I C,n 9 A -h = P I c rn 9 +h +o bc, 2(e) -r+ • -4-5 p1 -r 21001 b oad qq tt-1--I-�-I- I oQ d / I r-,.tnq -I-In - 52 p, -F I trig(Ar Qci 9-c J -Ps f4- - 52101 n- i►C.) caj = -351x16 da.cj / vc o 9 #-H =' COG F I -C I C'n 9 +" +-o b c.) cico 9 C3 e j = 4- 1 F-� -41 I --I^- . CoC,o p 1 f 2-10 Gib PROJECT ��, 1I VERTECH ENGINEERING ENGINEER AT DESIGN OF L c A-cx- o � \A0a I I . L' In.ci A- t iv-)-coIoc = 641b116 1 oa cj/ t r -)n 9 +� = 1-2 5 Q I 1 • IelS p�-C 1-3-7-1� _Null L;nQ► 5 PAGE 1 DATE -2 o I i ern C/ I" = 4,2 -�- V l irnc.,� 52-c12.16 -E-o btf) d wig q -c- d- = O `�- 1 - - t a.. (o 1p 1-c - - 4 co -51;& 1b Wo t L r, C� 45 47-1 G3 PI -p cAcci-c.3 9:'e -J.. = 1-4 f A- 1081 Ib PROJECT Te,h I -r VERTECH ENGINEERING PAGE ( a ENGINEER A� DATE 2-10 2 DESIGN OF Cir GV i-" m —' Co q Cs t- !t,-. 81oi8� I q C4 s� C l Ce _ I B3 62 I, Cb Cecil C -4 r� B11 PFIOJECT TTtl�) I �� VERTECH ENGINEERING PAGE I ENGINEERAJ- DATE/0-1 - DESIGN OF 6rdvi+\/ ( b-cdy-)ns E31 Ldrg-o (naf cogs M = 20, ('0169 4� -1b V = 45G-- Ib ET= 1341 x1o(- Ib Tr�6=14Vz(8�12, 5'/e x l 2" 2 4 F v 4 GLB i Cad,( -dg c, i4e6d oc M= 3G c3 F� - Ib V = 15b6 16 ET = 14� x10 Ib-i�r,2 D F +12 Q3 - �"1t'r M = 12,024 4-1b V C- = (oOG x 10'- 16 - in L= 10 Tr�b w C)- C6,12� e4 - look � k o CG i t-Cje.c' L= 1 M = S210 JFK - 16 I (00:5 16, ET = '244- % 10 �' Ib -��n � Cox 10 DF#2 PROJECT ENGINEER JO -)ie, AS DESIGN OF Ur CGv ++ VERTECH ENGINEERING PAGE 20 DATE C beCAYnns� L= 1� M = 22CO -4 -16 1 -7 -1- 16 T = 1!5q yoolo 16 --;n2- G x 5 Dp :" 2. . '. (� x Io oF- ".,-? U II , VB5 = (A016 -C V)L) LL (b° • 1(4psf,) (0-A `Cj DF *1.1 Co x 10 OF-* (BL) Tr 1 6 4245lb \/5-5— I Sq ci \6 C DL ) = 34414 (LL = 53416 (LL) PROJECT Sei,i� VERTECH ENGINEERING PAGE ENGINEER AS DATE 2 O2 DESIGN OF Cir ov 1'+ (. beams ) B8 - 1R; d 9 le► DL4W , ico ps f b' LL L - 21' �X Bq - G i r-dex- rovLL 5 %�� x 12 24� - V4 C7L 5`/16 x 1 l" 24r- V4 6L2> L--'97ISV,' 1331;16 ( L L) DL -(22' • IGPSS 4110 �_ L LL C2 2' . (o F's f) --.C:,352 P� 24�--- v4 Col,g 22 VerTech Engineering Project: Engineer: Jehle Design of: Roof Fram Roof Loads DL= 16 psf LL= 20 psf Reducible to 16psf where slope > 4:12 Page: Date: Roof plywood: 1/2" APA rated Exterior (32/16) plywood or OSB. 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 ends, drags (attached to straps), blocking and all supported edges. Roof framing: Cut and stacked roof systems shall be built to the conventional framing requirements of the Uniform Building Code (UBC 2320-12). Purlins, braces, intermetiate supports, and connections shall be provided by the contractor which are capable of transmitting all gravity and wind loads to the foundation. The following additional limitations shall apply: 1. Rafter Maximum Spans a. 2X4 DF -L #2: 6'-3" b. 2X6 DF -L #2: 9'-8" c. 2X8 DF -L #2: 12'-9" d. 2X10 DF -L #2: 16'-3" e. 2X12 DF -L #2: 19'-9" f. 2X14 DF -L #2: 23'-3" 2. Minimum Brace Size = 2X6 3, Maximum Brace Spacing = 4'-0" O.C. Beam Sizer Design Program VerTech Engineering Project: Jehle Residence Location: B1 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CID 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 34798 RB= 4.8 Total Uniform Load Mmax Vmax EI Req'd Date: 2/7/2002 1.00 le= 4.1 Fb*= 2400 511 plf 20689 ft -Ib 4597 Ib ❑ Shear at d from face? 1341 *10^6 #-in^2 23 ❑ Valley Beam 8 :12 Select Beam Width 5.125 in 16 psf ❑ Round Member 16 psf Glue Lam 24F -V4 w ✓ ❑ Horiz. Member 240 360 Fb' 2339 psi 18 ft Fv' 190 psi 14.5 ft 2 ft Height Required 12.0 in 1.00 A Req'd 36 in^2 0.97 S Req'd 106 in^3 1.00 1 Req'd 745 in^4 1.00 Controlling Design Deflection 1.00 le= 4.1 Fb*= 2400 511 plf 20689 ft -Ib 4597 Ib ❑ Shear at d from face? 1341 *10^6 #-in^2 23 Beam Sizer Design Program VerTech Engineering Project: Jehle Residence Location: B2 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: . Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 55662 RB= 3.5 Total Uniform Load Mmax Vmax EI Req'd Date: 2/7/2002 29 - ❑ Valley Beam 8 :12 Select Beam Width 5.5 in 16 psf El Round Member 16 psf DF -L (N) #2 I I I _ I ❑� Horiz. Member 240 360 Fb' 874 psi 10 ft Fv' 85 psi 9 f 2 ft Height Required 7.7 in 1.00 A Req'd 28 in^2 1.00 S Req'd 54 in^3 1.00 1 Req'd 89 in^4 1.00 Controlling Design Bending 1.00 le= 4.1 Fb*= 875 317 plf 3963 ft -Ib 1585 Ib ❑ Shear at d from face? 143 *10^6 #-in^2 29 - Beam Sizer Design Program VerTech Engineering Project: Jehle Residence Location: B3 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CID 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 45266 RB= 4.2 Total Uniform Load Mmax Vmax EI Req'd Date: 2/7/2002 1.00 le= 4.1 Fb*= 2400 493 plf 12084 ft -Ib 3453 Ib ❑ Shear at d from face? 609 *10^6 #-in^2 2S ❑ Valley Beam 8 :12 Select Beam Width 5.125 in 16 psf El Member 16 psf Glue Lam 24F -V4 � J ❑ Horiz. Member 240 360 Fb' 2393 psi 14 ft Fv' 190 psi 14 ft 2 ft Height Required 9.3 in 1.00 A Req'd 27 in^2 1.00 S Req'd 61 in^3 1.00 1 Req'd 338 in^4 1.00 Controlling Design Deflection 1.00 le= 4.1 Fb*= 2400 493 plf 12084 ft -Ib 3453 Ib ❑ Shear at d from face? 609 *10^6 #-in^2 2S Beam Sizer Design Program VerTech Engineering Project: Jehle Residence Location: B4 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (Ln Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 48547 RB= 3.8 Total Uniform Load Mmax Vmax EI Req'd Date: 2/7/2002 1.00 le= 4.1 Fb*= 875 247 plf 5210 ft -Ib 1603 Ib ❑ Shear at d from face? 244 "10^6 #-in^2 2(0 ❑ valley Beam 8 :12 Select Beam Width 5.5 in 16 psf El Round Member 16 psf DF -L (N) #2 - El Horiz. Member 240 360 Fb' 874 psi 13 ft Fv' 85 psi 7 f 2 ft Height Required 8.8 in 1.00 A Req'd 28 in^2 1.00 S Req'd 72 in^3 1.00 1 Req'd 152 in^4 1.00 Controlling Design Bending 1.00 le= 4.1 Fb*= 875 247 plf 5210 ft -Ib 1603 Ib ❑ Shear at d from face? 244 "10^6 #-in^2 2(0 2T Beam Sizer Design Program VerTech Engineering Project: Jehle Residence Date: 2/7/2002 Location: B5 El valley Beam Slope of roof 8 :12 Select Beam Width 5.5 in Dead Load 16 psfElRound Member Live Load 16 sf P FDF -L #2 Dimensional J ❑ Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 900 psi Length of Beam 10 ft Fv' 95 psi Width tributary to beam: 10 ft Unbraced Length 1 ft Height Required 5.7 in CD 1.00 CF 1.00 A Req'd 19 in12 CM 1.00 Cv 1.00 S Req'd 30 in^3 Ct 1.00 Cfu 1.00 1 Req'd 50 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 149551 le= 2.1 RB= 2.2 Fb*= 900 Total Uniform Load 352 plf Mmax 2260 ft -Ib Vmax 1174 Ib ❑ Shear at d from face? EI Req'd 159 *10^6 #-in^2 Beam Design Program VerTech Engineering Project: Jehle Residence Location: B6 XP 7.5 ft Fv LCANTILEVER P 0 ft FV ❑ Apply Special Wt Date: 2/7/02 Wu Lmain Lcant V R1 R2 �— LMAIN 7.5 ft Fv LCANTILEVER Fb' 0 ft FV ❑ Apply Special Seismic Load Cases? ❑ Graph values? ❑ Beam Shear at d from face? Allowable DL RLL FILL SL EQ WL Trib Width Wu (psf) 19.2 16 0 0 0 0 8 ft Wt (psf) 0 0 0 0 0 0 0 ft P (lb) 640 534 0 0 0 0 at Xp- 1 ft Check Beam Active Section Location Section Loc 3.75 ft Max Min Beam E 1600000 psi M (ft-lbf) 2567 1260 Size Beam Beam 1 157 in^4 V (lbf) -77 -157 Seg Loc Stp 1 ft Defl (in) -0.05 -0.11 Size IT Step 0.5 in R1 (lbf) 2073 1018 Deflection Live Load Total Load R2 (lbf) 1213 595 Limit (U ) 360 240 Cant' Defl (in) 0.00 0.00 Unbr. Len 2 ft LL Defl (in) -0.05 Beam Width 5.5 in Beam Height 7 in Envelope DF -L #1 Max Min CD 1.00 M (ft-lbf) 2605 0 CM 1.00 V (Ibf) 2073 -1072 Ct 1.00 Defl (in) 0.00 -0.11 CL 1.00 LL Defl (in) 0.00 -0.05 CF 1.06 Cv 1.00 Notes: Cfu 1.00 None Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 696 psi Fv 81 psi Fb' 1432 psi FV 85 psi TL Defl 0.11 in LL Defl 0.05 in Allowable 0.38 in Allowable 0.25 in M W VisualAnalysis 3.11.c Report Project: Jehle Residence - B7 File: C:\_Projects\ANDY\Jehle.VAP Engineer: AJ Default Units: Feet, Pounds, Degrees, °Fahrenheit, Seconds. Design Groups Name Elements LL Factor Parameters Unity Final Shape Design G 1 1.0000 Yes 0.9747 GL5.125xl5 Design Member Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 DL 2 2 LL 3 3 DL + LL NDS Wood Design Member Report Designed As: GL5.125xl5 SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Specified brace patterns Lateral at top (+y) = Unbraced Lateral at bottom (-y) = Unbraced Strong (parallel to y) = Unbraced Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. WOOD PARAMETERS: Member Type = Softwood Glued Laminated Timber Species = Visually Graded Western Species Combination Symbol = 24F -V4 Beam Type = Simply Supported Temperature conditions: T < 100 F Cross Section = Rectangular Loading Pattern = Uniform Moisture conditions: Dry Weak buckling length coefficient = 1 Strong buckling length coefficient = 1 GL5.125xl5 INFORMATION: b = 5.12 in d = 15.00 in A = 76.88 in^2 Ix = 1441.41 in^4 Iy = 168.26 in^4 Sx = 192.19 in^3 Sy = 65.66 in^3 Extreme Checks Only Axial Check: Member Load Offset Ft/Fc Name Case # ft State psi Check was not performed. Flexure Check (Strong Bending): 2q Ft'/Fc' ft/fc Unity CD CM Ct CP psi psi Check Member Load Offset Fb Fb, fb Unity Name Case # ft psi CD CM Ct CL CV Cf psi psi Check M1 1 7.58 2400.00 0.90 1.00 1.00 0.97 >=CL 1.00 2087.32 1075.30 0.52 H 30 Shear Check �(Strong ,Axis):58 2400.00 0.90 1.00 1.00 0.97 >=CL 1.00 2087.32 1952.23 0.94 Member Load Offset FV Fv' fv Unity Name Case # ft psi CD CM Ct psi psi Check M1 1 0.00 190.00 0.90 1.00 1.00 171.00 91.70 0.54 M1 2 0.00 190.00 0.90 1.00 1.00 171.00 74.98 0.44 M1 3 0.00 190.00 0.90 1.00 1.00 171.00 166.68 0.97 Combined Stresses Check: Ft'/ ft/ fb/ Fb*/ Fb**/ Member Load Offset Fc' FcEl FcE2 fc Fbl' Fb2' FbE fbl Name Case # ft State psi psi psi psi psi psi psi psi Nothing measurable to check, or check was disabled. 'In deflection checks, load case Vs refer to serviceability cases. a Beam Design Program VerTech Engineering Project: Jehle Residence Location: B8 XP 10.5 ft Beam E 1800000 psi P 531 in^4 Seg Loc Stp 1 ft � Wt v Date: 2/7/02 Wu 7 Lmaln Lc ant V R1 R2 �- LMAIN 21 ft ❑ Apply Special Seismic Load Cases? DL RLL Wu (psf) 19.2 16 Wt (psf) 19.2 16 P (lb) 0 0 at Xp= 0 ft Section Loc 10.5 ft Beam E 1800000 psi Beam 1 531 in^4 Seg Loc Stp 1 ft Size IT Step 0.25 in Deflection Live Load Total Load Limit (U) 360 240 Unbr. Len 2 ft Beam Width 5.125 in Beam Height 10.75 in 24F -V4 Glu -Lam CD 1.00 CM 1.00 Ct 1.00 CL 1.00 CF 1.00 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 1552 psi Fb' 2392 psi TL Defl 1.05 in Allowable 1.05 in LCANTILEVER ❑ Graph Values? FILL SL 0 0 0 0 0 0 Oft ❑ Beam Shear at d from face? EQ WL Trib Width 0 0 2 ft 0 0 9 ft 0 0 Active Section Location LL Defl (in) -0.48 Envelope Max Min M (ft-lbf) 12613 6192 V (lbf) 277 136 Defl (in) -0.51 -1.05 R1 (Ibf) 1848 907 R2 (Ibf) 2957 1452 Cant' Defl (in) 0.00 0.00 LL Defl (in) -0.48 Envelope Notes: None Fv Max Min M (ft-lbf) 12763 0 V (lbf) 1848 -2957 Defl (in) 0.00 -1.05 LL Defl (in) 0.00 -0.48 Notes: None Fv 50 psi Fv' 190 psi LL Defl 0.48 in Allowable 0.70 in Check Beam SizeBeam 31 Beam Design Program VerTech Engineering Project: Jehle Residence Location: 69 XP 7.75 ft Beam E 1800000 psi P 1236 in^4 Seg Loc Stp 1 ft Wt V Date: 2/7/02 Wu Lmain�� Lcant L R1 R2 LMAIN 15.5 ft ❑ Apply Special Seismic Load Cases? DL RLL Wu (psf) 19.2 16 Wt (psf) 0 0 P (lb) 1626 1331 at Xp= 6.5 ft Section Loc 7.75 ft Beam E 1800000 psi Beam 1 1236 in^4 Seg Loc Stp 1 ft Size IT Step 0.25 in Deflection Live Load Total Load Limit (L/ ) 360 240 Unbr. Len 2 ft Beam Width 5.125 in Beam Height 14.25 in 24F -V4 Glu -Lam CD 1.00 CM 1.00 Ct 1.00 CL 1.00 CF 1.00 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 2323 psi Fb' 2389 psi TL Defl 0.62 in Allowable 0.78 in LCANTILEVER ❑ Graph Values? FLL SL 0 0 0 0 0 0 Oft ❑ Beam Shear at d from face? EQ WL Trib Width 0 0 22 ft 0 0 0 ft 0 0 Active Section Location LL Defl (in) -0.28 Envelope Max Min M (ft-lbf) 32866 16173 V (Ibf) -614 -1240 Defl (in) -0.31 -0.62 R1 (lbf) 7719 3796 R2 (Ibf) 7242 3560 Cant' Defl (in) 0.00 0.00 LL Defl (in) -0.28 Envelope Notes: None Fv Max Min M (ft-lbf) 33579 0 V (Ibf) 7719 -6854 Defl (in) 0.00 -0.62 LL Defl (in) 0.00 -0.28 Notes: None Fv 159 psi FV 190 psi LL Defl 0.28 in Allowable 0.52 in Check Beam Size Beam 32 Beam Sizer Design Program VerTech Engineering Project: Jehle Residence Location: B10 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 56810 RB= 3.5 Total Uniform Load Mmax Vmax EI Req'd Date: 2/7/2002 MI, le= 4.1 Fb*= 875 211 plf 3805 ft -Ib 1268 Ib ❑ Shear at d from face? 164 *10^6 #-in^2 ❑ Valley Beam 8 :12 Select Beam Width 5.5 in 16 psf ❑ Round Member 16 psf DF -L (N) #2 I - EJ Horiz. Member 240 360 Fb' 874 psi 12 ft Fv' 85 psi 6 f 2 ft Height Required 7.5 in 1.00 A Req'd 22 in^2 1.00 S Req'd 52 in^3 1.00 1 Req'd 103 in^4 1.00 Controlling Design Bending MI, le= 4.1 Fb*= 875 211 plf 3805 ft -Ib 1268 Ib ❑ Shear at d from face? 164 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Jehle Residence Location: B11 Slope of roof Dead Load Live Load TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 52403 RB= 3.7 Total Uniform Load Mmax Vmax EI Req'd 2.5 :12 16 psf 20 psf 240 360 17 ft 5 f 2 f 1.00 1.00 1.00 1.00 1.00 Date: 2/7/2002 ❑ Valley Beam Select Beam Width 5.5 in DF -L (N) #1 ❑ Round Member El Horiz. Member Fb' 1298 psi Fv' 85 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 4.1 Fb*= 1300 182 plf 6565 ft -Ib 1545 Ib ❑ Shear at d from face? 402 *1016 #-in^2 8.2 in 27 in^2 61 in^3 251 in^4 Deflection 34 Beam Sizer Design Program VerTech Engineering Project: Jehle Residence Date: 2/7/2002 Location: B12 Slope of roof Dead Load Live Load TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 78902 RB= 3.0 Total Uniform Load Mmax Vmax EI Req'd le= Fb*= ❑ valley Beam 8 :12 Select Beam Width 5.5 in 16 psf ❑ Round Member 16 psf DF -L (N) #2 _ ❑� Horiz. Member 240 360 Fb' 875 psi 8 ft Fv' 85 psi 7 f 2 ft Height Required 5.4 in 1.00 A Req'd 17 in^2 1.00 S Req'd 27 in^3 1.00 1 Req'd 36 in^4 1.00 Controlling Design Bending 1.00 4.1 875 247 plf 1973 ft -Ib 986 Ib ❑ Shear at d from face? 57 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Jehle Residence Location: B13 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 118675 RB= 2.4 Total Uniform Load Mmax Vmax EI Req'd Date: 2/7/2002 1.00 le= 4.1 Fb*= 875 109 plf 872 ft -Ib 436 Ib ❑ Shear at d from face? 25 *10^6 #-in^2 3�D ❑ valley Beam 2.5 :12 Select Beam Width 5.5 in 16 psf [:J Round Member 20 psf DF -L (N) #2 1':71 Q Horiz. Member 240 360 Fb' 875 psi 8 ft Fv' 85 psi 3 f 2 ft Height Required 3.6 in 1.00 A Req'd 8 in^2 1.00 S Req'd 12 in^3 1.00 1 Req'd 16 in^4 1.00 Controlling Design Bending 1.00 le= 4.1 Fb*= 875 109 plf 872 ft -Ib 436 Ib ❑ Shear at d from face? 25 *10^6 #-in^2 3�D Beam Sizer Design Program VerTech Engineering Project: Jehle Residence Location: Typical Rafter(example) Slope of roof Dead Load Live Load TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length CD 1.25 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 5713 RB= 11.1 Total Uniform Load Mmax Vmax EI Req'd 8 :12 16 psf 16 psf 240 360 18.25 ft 2 f 1 f 1.00 1.00 1.00 1.15 1.00 Date: 2/7/2002 ❑ Valley Beam Select Beam Width 1.5 in Round Member DF -L #2 Dimensional ❑ ❑ Horiz. Member Fb' 1275 psi Fv' 119 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.1 Fb*= 1294 70 plf 2933 ft -Ib 643 Ib ❑ Shear at d from face? 278 *10^6 #-in^2 11.2 in 8 in^2 28 in^3 174 in^4 Deflection 3� —t- 1 -l �� VerTech Engineering Project: �J e rPage: Engineer: p, Date: Design of: Roof Fram Roof Loads DL= 16 psf LL= 20 psf Reducible to 16psf where slope > 4:12 Roof plywood: 1/2" APA rated Exterior (32/16) plywood or OSB. 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 ends, drags (attached to straps), blocking and all supported edges. Roof framing: Cut and stacked roof systems shall be built to the conventional framing requirements of the Uniform Building Code (UBC 2320-12). Purlins, braces, intermediate supports, and connections shall be provided by the contractor which are capable of transmitting all gravity and wind loads to the foundation. The following additional limitations shall apply: 1. Rafter Maximum Spans a. 2X4 DF -L #2: 6'-0" b. 2X6 DF -L #2: 8"-6" c. 2X8 DF -L #2: 11'-9" d. 2X10 DF -L #2: 15'-0" e. 2X12 DF -L #2: 18'-3" f. 2X14 DF -L #2: 21'-6" 2. Minimum Brace Size = 2X6 3, Maximum Brace Spacing = 4'-0" O.C. PROJECT ��I-� IVERTECH ENGINEERING PAGE ENGINEER AU- DATE 2 O2 DESIGN OF L ra V i i - C Co\ u n S G 1. - VB► = 45q-:�16 LL = q' +x Co 'P72,S C. - Vg2 = ►5�5►b L� C3 - 2VB4 %6 Cox Co F2 y 3boo 16 LL = G� cox 2 LL& = q Co xCo 17 1,5 C, (o Lu =xCo �2 \1�,�- = 854,2 1 r-> L Lt c -7 -7 16 L Co x Co F 3 C q- Vo J 12 Co�1h I, S Cox Co PROJECT TcklcJ ENGINEER AT DESIGN OF VERTECH ENGINEERING Gal uvAns) K�1 PAGE DATE 2 CID - 2 Ve>I ! -m- (2) 154516 3oc%o16 as Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stabilitv Reduction le (ft) Cp Fc' (psi) 5 0.94 943 6 0.91 912 7 0.87 872 8 0.82 821 9 0.76 761 10 0.69 694 11 0.63 .625 12 0.56 559 13 0.50 498 14 0.44 444 15 0.40 396 16 0.35 355 17 0.32 319 18 0.29 288 19 0.26 261 20 0.24 237 21 0.22 217 22 0.20 199 23 0.18 182 24 0.17 168 25 0.16 156 26 0.14 144 27 0.13 134 28 0.13 125 29 0.12 117 30 0.11 109 Column Capacity Obs 6X6 6X8 6X10 6X12 28511 38879 49247 59614 27586 37618 47649 57681 26373 35963 45553 55143 24841 33874 42908 51941 23015 31384 39753 48122 20989 28621 36253 43886 18906 25781 32656 39531 16902 23048 29194 35340 15061 20538 26015 31492 13421 18302 23183 28063 11984 16342 20700 25057 10734 14637 18541 22444 9650 13159 16669 20178 8710 11877 15044 18212 7892 10762 13632 16502 7179 9789 12400 15010 6554 "8937 11321 13704 6005 8188 10372 12555 5520 7527 9534 11541 5090 6940 8791 10642 4707. 6418. 8130 9842 4365 5952 7539 9127 4058 5534 7010 8486 3782 5158 6533 7909 3533 4818 6103 7388 3308 4511 5714 6917 42 43 Project: J_t 4cj Engineer: AT n of: Foundations VerTech Engineering (Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Cap (plf) Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings: (fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 T-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Page: Date: 2 p2 Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. rp s 032) isofoton 154 Watt PV Modules In One Series String Not To Exceed 18 Panels Q2.5 KW SMA 250OU-SBD (240V)Inverter iERS 5 FT 5 FT DC >224V AC, Not To Exceed 624 VDC 6 EACH With CSC Approved Internal Meter ---------------- ;,-------------- i • .--- --•- --------------- - 3 Dual Pole 15 Amp Breaker Array Disconnect Min 600VDC/12ADC + 1 I f r CUTLER HAMMER DH362FR Or Equiv, External, Visable, and Lockable Disconn+ ` ! ' ' Min 120 VDC/ 125 VAC CUTLER HAMMER ER DH321FR Or Equiv. i I Q°' " " 6 Use 014 AWG If Run Exceeds 124 Ft, 4 PANELS PER RACK, TYP O Use 010 AWG If Run Exceeds 80 Ft, 6 CONC PIERS PER RACK FRAME TOP VIEW CONC FTG LAYOUT TYP SO Owner KW Meter A/C B / None Resetable OTVplcal Utility Main Service "Si -Directional" Meter 10 Dual Pole Breaker As Per Table 01 SOLAR FRAME 11 Wire As Sub -Panel For 240 VAC Do Not Bond Neutrals To Ground 11-7/8" OD x .065" ZiNC1 7/8" PRESSED STEEL M#2417 Alternate To Single -Pole Breaker To PLATED TUBE EYE TOP, W/ 2— #10 x 3/4" SELF TAPPERS Take Advantage Of 244 NAT. GRADE il; •i+; 4+ i+; t1 ,�1 �A+ 00 44; �Ft; SYS;• ; �' ' - 6" #3 REB AR DOWEL 7"--MIN,"1TYP AT 3" C LEAR TO SOIL (TYP) B FRAME MOUNT CONC FTG TYP Self Tapping Systd isofoton 150 Wat Solar Panel �.' 1-5/8"-,c 3/4 rUALLOW UNt-STRUT 8OLTED TO END rPoSTS, TYP OF EVERY SECOUND PIER, 10. OC X 4" ZINCPLATED BOLT > EACH END 5 FT O.C. TYP 1-1/2"x3" Alum y, �-- Brackets 0 18" O.C. Frame>Tubing C WB Attached To Solar Panel WITH 2— #10 x 3/4" Self Tapping Within 5" Of Each End 2" x 4" ZINCPLATED U— BOLT > EACH END 2" x 4" ZINCPLATED U— BOLT > EACH END PANEL FOUNDATION CROSS SECTION. TYP Solar Panels In Series, Not To Exceed 2544 Watts BUTTE COUNTY BUILDING DIVISION APPROVER iT OjOFEBS/0� r,je—" D..,tfof e 417, No. 2320 April 28, 2005 1 28, 2005 SCALE= 3/16" BY- D SCOTT JACKSON JOB SHEET of: SWSIET'S Hex Head in 2 Per Cap, Typ) a- 0 J z z 00 N :w .a ICT-. Systd isofoton 150 Wat Solar Panel �.' 1-5/8"-,c 3/4 rUALLOW UNt-STRUT 8OLTED TO END rPoSTS, TYP OF EVERY SECOUND PIER, 10. OC X 4" ZINCPLATED BOLT > EACH END 5 FT O.C. TYP 1-1/2"x3" Alum y, �-- Brackets 0 18" O.C. Frame>Tubing C WB Attached To Solar Panel WITH 2— #10 x 3/4" Self Tapping Within 5" Of Each End 2" x 4" ZINCPLATED U— BOLT > EACH END 2" x 4" ZINCPLATED U— BOLT > EACH END PANEL FOUNDATION CROSS SECTION. TYP Solar Panels In Series, Not To Exceed 2544 Watts BUTTE COUNTY BUILDING DIVISION APPROVER iT OjOFEBS/0� r,je—" D..,tfof e 417, No. 2320 April 28, 2005 1 28, 2005 SCALE= 3/16" BY- D SCOTT JACKSON JOB SHEET of: SWSIET'S ----x-'- t1U1 :�, 5 FT 5 FT CONC PIERS TTP OF 6 EACH 4 PANELS PER RACK, TTP (o CONC PIERS PER RACK TOP VIEW TTP FRAME/ GONG FTG LATOUT I 032) Isofoton 150 Watt PV Modules in One Series String Not To Exceed 18 Panels .2.5 KW SMA 250OU-SBD (240V)Invertei DC >224V AC, Not To Exceed 620 VD With CEC Approved Internal Meter 0 3 Dual Pole 15 Amp Breaker Array Disconnect Min &OOVDC/12ADC CUTLER HAMMER DH362PR Or Equiv, External, Visable, and Lockable Disconn Min 120 VDC/ 125 VAC CUTLER HAMMER DH321PR Or Equiv. Use 010 AWG If Run. Exceeds 120 Pt, 0 Use 010 AWG if Run Exceeds 80 Pt, OOwner KW Meter A/C None Resetable s OTyPfcal Utility Main Service "BI -Directional" Meter a0 Dual Pole Breaker As Per Table #I 11 Wire As Sub -Panel Por 240 YAC Do Not Bond Neutrals To Ground Alternate To Single -Pole Breaker To 12 MIN 6" "3 REBAR DOWEL AT 3" CLEAR TO SOIL (TTP) Take Advantage Of 240 FRAME MOUNT TTP CONC FTG 3 tsofoton 150 Watt Gener 1-1/2"x3" Atum Brackets 18" O.G. Solar Panel Frame>Tubing ap v CWB Attached To solar Panel WITH 2- 010 x 3/4" self Tapping Within 5" Or Each End " self Tapping k Hex Head LL (Min 2 Per Cap, Typ) IL i Li Solar Panels In Series, N 5 FT O.C. TTP .,•'Y,+ .. 12" MIN / C� TTP PANEL. FOUNDATION CROSS SECTION i Li Solar Panels In Series, N Lo6 BUILDING DIVISION SCA L-F- ; _ ,2-o APPROVED 0 10 20 30 40 50 GRAPHIC SCALE__. _ ORIGINAL SCALE: 1" = 30' Assessor's Parcel Number: Size (Acres) Owner Name /Address/ Phone No. BoR SO4t k 139176 V tiaraig` jA.,r 549 - of o7 Site Location S w,M F Zoning General Plan Contact: Name 4I.L*I� �� c 1- Phone (o Y- 7 21 q 2'-O" --k 2'-0" GRADE SOLAR ARRAY, TY4 SCALE 1/27T = 1 T. Ott b I i FRAME WORK FOR rM SCALE i I2`7 V- „ 0" SIMPSON CWB, TYP. SOLAR PANEL 31MPSON CWB, TYP. SIMPSON CWB, TYP. OTINGS, SEE SECTION "A" EET Al AMEL ARRAY, , Pe CC35020, TYP. #10 TREX SCREWS, TYP. PIPE CAP 3/8" BOLT, GALV, 11/2" GALV. PIPE CONNECTION DETAIL SCALE 311 = I [.OTT - --- d . MOTE. ALL MATERIALS USED SHALL BE OF' A NODI -CORROSIVE MATERIAL, I.E., ALUMINUM, STAINLESS STEEL OR ZINC GALVANIZED STEEL. d J Z W CL O Q � C'4 O1) O W WLo W <) Lo d" F -- 0 w�00 [Y_ W Z 6 M Lo N V U U co Lf) D W cO G d 1 e 1 J W F -- Z D cO G z Z _ O w 0 6 I 1 e 1 i -. a. L 2KW TO 4KW USE 175 AMP DC DISCONNECT 5KW PLUS, USE 225 AMP DC DISCONNECT DC OUT DC - SOLAR ARRAY ISCONNEC , DC OUT f CHARGING CONTROLLER t I O! 0! pi 01 t I INVERTER (3) EACH GTI ENABLED SMA AMERICA SWR 2500 4 PUBLIC POWER d q IM µ �11 w d W = d �j� a=. z a MAIN PANEL wl w1 W W z a Zi i� 0 > RD 0 ; Z1p Q i dI< d 91 � v MAIN W �i BREAKER a Wl 01 2KW TO 4KW USE 175 AMP DC DISCONNECT 5KW PLUS, USE 225 AMP DC DISCONNECT DC OUT DC - SOLAR ARRAY ISCONNEC , DC OUT f CHARGING CONTROLLER t I O! 0! pi 01 t I INVERTER (3) EACH GTI ENABLED SMA AMERICA SWR 2500 4 PUBLIC POWER CUTTLER HAMMER 20 AMP 0 0 20 AMP DG222URB 1D' MAX. 20 AMP a 0 20 AMP I t t I 1 1 1 1 1 20AMP 0 0 20 AMP 0 --------- L ------ ------I------ 60 AMP ---------- LOCKABLE --- ----LOCKABLE 1 1 I 1 DISCONNECT i I 1 1 1 SWITCH 60 AMP—B 0 20 AMP t 1 I I 1 GROUND i 1 1 L------------------------------------------------mil-------------------� t t 1 1 1 L-------T--------------------------------- L------------------------------------------------------------------------------------ L-------------------------------------------------------------------------, 1 1 i 1 •.� MAIN 1 1 []BREAKER t t t �J t 15 AMP 0 j TYPICAL Z 1 HOUSE LOADS r - 20 AMP 0 1 1 1 1 15AMP it ,1 1 I 1 (2) 1 20 AMP 1 1 0 1 1 GROUND --_J t } OWNER'S NAME Bob Jehle 13976 Limburgh Circle Chico, CA. (408) 421-1612 PROPERTY ADDRESS 13976 Limburgh Circle Chico, CA. ASSESSOR'S PARCEL # 047-350-015 DRAWING INDEX SHT. d q IM µ �11 w d W = d �j� a=. z a MAIN PANEL wl w1 W W z Zi i� 0 > RD 0 ; Z1p Q i dI< d 91 � v MAIN W �i BREAKER W z Wl 01 J U) Z I TYPICAL 20 AMP20 Q AMP TYPICAL HOUSE -: - -- ® HOUSE LOADS 20 AMP 0 20 AMP LOADS INVERTER W�Oo BYPASS 20 0 20 AMP BREAKER � LO CUTTLER HAMMER 20 AMP 0 0 20 AMP DG222URB 1D' MAX. 20 AMP a 0 20 AMP I t t I 1 1 1 1 1 20AMP 0 0 20 AMP 0 --------- L ------ ------I------ 60 AMP ---------- LOCKABLE --- ----LOCKABLE 1 1 I 1 DISCONNECT i I 1 1 1 SWITCH 60 AMP—B 0 20 AMP t 1 I I 1 GROUND i 1 1 L------------------------------------------------mil-------------------� t t 1 1 1 L-------T--------------------------------- L------------------------------------------------------------------------------------ L-------------------------------------------------------------------------, 1 1 i 1 •.� MAIN 1 1 []BREAKER t t t �J t 15 AMP 0 j TYPICAL Z 1 HOUSE LOADS r - 20 AMP 0 1 1 1 1 15AMP it ,1 1 I 1 (2) 1 20 AMP 1 1 0 1 1 GROUND --_J t } OWNER'S NAME Bob Jehle 13976 Limburgh Circle Chico, CA. (408) 421-1612 PROPERTY ADDRESS 13976 Limburgh Circle Chico, CA. ASSESSOR'S PARCEL # 047-350-015 DRAWING INDEX SHT. CONTENTS C1 Al COVER SHEET / PLOT PLAN / SCHEMATIC SOLAR ARRAY DETAILS I Nx Y / SUB PANEL L • NOTE: SCHEMATIC FOR INVERTER CONNECTION 1) INSTALLATION SHALL CONFORM TO NATIONAL ELECTRIC CODE (NEC) ARTICLE 690, FOR PHOTOVOLTAIC POWER SYSTEMS INSTALLATION. 2) ALL EQUIPMENT AND COMPONANTS SHALL BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED AGENCY. 3) SYSTEM ARRAY AND SWITCH GEAR SHALL CONFORM TO UL 1741. REVISIONS BY t 1-- O z U) W W z LO N (0 Q v W U J LO > J U) 00 p I Nx Y / SUB PANEL L • NOTE: SCHEMATIC FOR INVERTER CONNECTION 1) INSTALLATION SHALL CONFORM TO NATIONAL ELECTRIC CODE (NEC) ARTICLE 690, FOR PHOTOVOLTAIC POWER SYSTEMS INSTALLATION. 2) ALL EQUIPMENT AND COMPONANTS SHALL BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED AGENCY. 3) SYSTEM ARRAY AND SWITCH GEAR SHALL CONFORM TO UL 1741. REVISIONS BY t 1-- z W N Q CF) O W 0) J LO > J LO p z 0) U CO W�Oo W m U � � LO U W "4 W z 0 W Z z J Z I2 0 U F- 0 W il N W > W z U) Of W- 0 " W U U U U Li rt' W �- (0 s� o cel C? "t �Oy'� W J U O 0) M DATE: SCALE: AS SHOWN DRAWN: DSJ JOB: SHEET 1 OF SHEETS r '�' p�'.. rM'9'�.r�», .,.,••. ?"""xnxs° sraWev^N710 w+ v 1' %, 2KW TO 4KW USE 175 AMP DC DISCONNECT 5KW PLUS, USE 225 AMP DC DISCONNECT PUBLIC POWER - (3) EACH I o I I 1 C1 Al CHARGING CONTROLLER 1 HI 1 F -i 01 01 0 F— 01 U oil I vi oil I w INVERTER GTIENABLED SMA AMERICA SWR 2500 51 F51 I 1 I w � wI wI wl �I BREAKER >i� 01 �1 z zQ �i QiV TYPICAL _a JI �1 HOUSE ZI OI I I 0 HOUSE INVERTER BYPASS BREAKER PUBLIC POWER - (3) EACH I o I I 1 C1 Al 1 I I a J � MAIN 1 BREAKER 0 F— 15 AMP TYPICAL z a Z m MAIN PANEL LOADS 51 F51 0 � MAIN a EAM BREAKER D w Q z e LO TYPICAL 20 AMP Q Q 20 AMP TYPICAL HOUSE J 0 HOUSE LOADS 20AMP 0 20 AMP LOADS 0 20 AMP70 Q 20 AMP dr) U CUTTLER HAMMER 20 AMP Q 20 AMP 0 • - DG222URB wNOco 10, MAX W Od j 20 AMP LI 20 AMP 20 AMP Q 1 Q 20 AMP (2) ------- 1 I 1 I 11 j I I ! i 1------ 60 AMP0 20 AMP I LOCKABLE I DISCONNECT I SWITCH 60 AMP -B Q Q 20 AMP I I { I I 1 GROUND -------J j 1 I I I I I 1 1 I 1 I IL------------------------------------------ 1 --------I I 1 I 1 I L---------------------------- - i -------------------------------------------------------------------------------------� 1 (-------------------------------------------------------------------------------1 I CONNECTIONi Nar 7o ScALz N OWNER'S NAME Bob Jehle 13976 Limburgh Circle Chico, CA. (408) 421-1612 PROPERTY ADDRESS 13976 Limburgh Circle Chico, CA. ASSESSOR'S PARCEL # 047-350-015 DRAWING INDEX SHT. I o I I 1 C1 Al 1 I I MAIN 1 BREAKER 0 F— 15 AMP TYPICAL z HOUSE LOADS � a EAM N Q (7) C) e LO W GROUND d7 LO SUB PANEL CONNECTIONi Nar 7o ScALz N OWNER'S NAME Bob Jehle 13976 Limburgh Circle Chico, CA. (408) 421-1612 PROPERTY ADDRESS 13976 Limburgh Circle Chico, CA. ASSESSOR'S PARCEL # 047-350-015 DRAWING INDEX SHT. CONTENTS C1 Al COVER SHEET / PLOT PLAN / SCHEMATIC SOLAR ARRAY DETAILS i NOTE: 1) INSTALLATION SHALL CONFORM TO NATIONAL ELECTRIC CODE (NEC) ARTICLE 690, FOR PHOTOVOLTAIC POWER SYSTEMS INSTALLATION. 2) ALL EQUIPMENT AND COMPONANTS SHALL BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED AGENCY. 3) SYSTEM ARRAY AND SWITCH GEAR SHALL CONFORM TO UL 1741. REVISIONS BY F— z W � a N Q (7) C) W J d7 LO J n LO 0 dr) U ,� 00 wNOco W Od (,� CO LO "ALU 0! W ,N W z 0 W Z J z a0 �0 J� W W > W z Cl) it ry Q > U G W 0 U) U CD Q U E U d' J CO co 0 M P DATE: SCALE: AS SHOWN DRAWN: DSJ JOB: SHEET C 1 ,OF SHEETS #3 Bfi SOLAR ARRAY, TYP. CCC RCTA11 44 V-0" - - 11-0" SECTION "'A" @ PANEL AFFRAY, TYP, SCALE I" = 1', U" ADE �0" 2'-0" SOLAR_ARRAY, T'YP.. ,. SCALE 1/2" = i 1.011 6'-0" Ilk SMPSON CWB, TYP. SIMPSON CWB, TYP. OTINGS, SEE SECTION "A" lv- SHEET Al F'RAIVIE70�RK F"OR PAl`IEL ARRAY, TYP. i I21=� SIMPSON CWB, TYP. PIPE CAP 3/8" BOLT, GALV. SOLAR PANEL CC35020, TYP. El TREX SCREWS, TYP. 1 1/2" GALV. PIPE CONNECTION DETAIL n . . SCALE 311 1 - oil NOTE: ALIL MATERIALS USED SHALL BE OF A NON -CORROSIVE MATERIAL, I.E., ALUMINUM, STAINLESS STEEL OR ZINC GALVANIZED STEEL. REVISIONS BY z W Q > 0 O w CF) L0 w LoW ' r> W W aZU00 w O o w U CID M U � N W W J F_ W 0 F_ Z D OC G z D O c� a) U L_ U a) r r a EC'4 .0 d' m U co M DATE: SCALE: AS SHOWN DRAWN: DSJ JOB: SHEET Al OF SHEETS L'7 is 3/6' PLY -6d NAILS -"EM FMR SILL -SHORT OWN" ACROSS STUDS -1/2 A.B. NOTES: 1. USE 2' NOMINAL OR WIDER DOUGLAS FIR LARCH FRAMING, PRESSURE TREATED 11F FOUNDATION SILL, STUDS AT 16' O.C. MAX, AND BLOCK ALL PANEL EDGES. 2. USE APA, TECO, OR PITTSBURGH RATED (24/0 MIN) SHEATWNG, APPLY SHEATHING AND NAILING TO BOTH SIDES of WALL WHERE SHEATHING IS SPECIFIED '2 SIDES' 3. USE 6d COMMON OR 6d GUN NAILS (DIA. - 0.131'), FIELD NAIL AT 12' O.C. 4. EDGE NAIL AT TOP PLATE, SOLE PLATE, MUD SILL, ALL POSTS, AND MOS WITH HOLD-DOWNS ATTACHED 5. STAGGER NAILING AND PRE -DRILL PILOT HOLES (MAX 75X NAIL DIA.) TO AVOID $PUTTING WALL ELEMENTS. 6. USE 3X FRAMING AND STAGGER NAILING WHERE PANEL EDGES ON BOTH SIDES FALL ON SAME MEMBER. 7. 12d/16d SINKER SHANK Du. -0.148-,,20d C0!'STON. SHANK GIA.-O,IV2" TYPICAL SHEAR WALL SCHEDULE W100A X NO SCALE Y l . ' v m in FIXED TtMP. 4050 I 38'6 1 1 q' 27, 28'b i 'Yb 2'6 „4 _-22-6' I PHP 2 PHO 2 T 5050 L - 11 V-6• 5.M 5,K S.H.HS.H.---------------------O 2�C--------------------- 060 060b'b b' 6'6 I : O E i a In YVH pT Wg SOLAR EOUIPTMENT 1 I 1 5068 SOI ' 5066 N t I t F0 O 11 1 MASTER BATH • - - - - - - - - - - - - FI'�D 56. i q CEILING J� PROVIDE 10'F�hTFORM t I PHD 2 4056 `D 40066 ' I I I t 9' GELLING 4'5 ry - - - - -- j��i1 D HD 2 90G * ERW/ --------- - - - - -- P.T. VALVEAN)D15CHARGE OUTSIDE !G4.610" 2'4 6'6 2 '4 2' PBTItAl"S TOP' AiZBO7TOM. PHO 2 1'ROVDE BARKRb FIXED I fI II ae ( I I 1 I Ob , Q - I i I 5050 PACKAGED F!•R' HOT ( 1 t ry MASTER BDRM - - - A 1 i pH0 `i 1 - C WATER RECIRCULATION iV 2'2"2 1'10 cetuNG 1 1 „+h0- @ 1 1 tV ry 10' -It _ SK ti0 SYSTEM: I 1 I 5 MASTER t•) COPPER ;PHD O O v ih ° ry 0 2090 1 1 .if I ( O CL03ET t POP -014 'o r 9066 °o EDGE SHEA- ALLOW- SOLE PLATE 'SIMPSoN' A.D.DI . [HOED NG ADD'l MARK NAILING THING FASTENING (5,7) CUP SPACING w NOTES (1) (3,4) (2) LABLE OAD O/FT COND. A CORD. B CONO. A COMO. O 2X PT SILL 3X PT SILL L 6 6• 3/8' 220 12d$* O.C. N A % A31 2'-0' O.C. N/A 1/2' GIA. 3'-4' O.C. 1/2' GIA. 4'-0' O.C. 4 4' 3/6' 320 12d 5' NIA /A A35 '-4' O.C. N/A i/2' OIA. W-6' O.C. 1/2' DIA. 2'-6' O.C. 3 3' 3/e' 410 12d 4.5 O.C.__ N/A A35 1'-0' O.C. N/A 1/2' DIA. 0'-6' O.C. 1/2' DIA. 2'-3' O.C. PHD 2 2 2" 3/6' 530 120.0.5• N/A 10 A35 O.C. N/A N/A 1/2' DIA. i'-6' 0•C. -(6) 4/4 4' 2 SIDES J/6' 640 20d 4' O.C. 12d 5' 0•C. A35 0'-6' O.C. A35 1'-4' O.C. N/ A 1/2- DIA. 1'-4' O.C. J/3 3 2 SIDES 3/6' 620 20d 3' O.C. 12d 4.5' O.C. A35 6.5' G.C. A35 1'-0' O.C. N/A 1�/0' O.C. (6) 2/2 2'3/ 2 SIDES 6' 1060 20d 2.5' O.C. 12d 3.5' O.C. A35 5' O.C. A35 10' O.C. N/A 1/2' DiA. V-6' O.C. (6) NOTES: 1. USE 2' NOMINAL OR WIDER DOUGLAS FIR LARCH FRAMING, PRESSURE TREATED 11F FOUNDATION SILL, STUDS AT 16' O.C. MAX, AND BLOCK ALL PANEL EDGES. 2. USE APA, TECO, OR PITTSBURGH RATED (24/0 MIN) SHEATWNG, APPLY SHEATHING AND NAILING TO BOTH SIDES of WALL WHERE SHEATHING IS SPECIFIED '2 SIDES' 3. USE 6d COMMON OR 6d GUN NAILS (DIA. - 0.131'), FIELD NAIL AT 12' O.C. 4. EDGE NAIL AT TOP PLATE, SOLE PLATE, MUD SILL, ALL POSTS, AND MOS WITH HOLD-DOWNS ATTACHED 5. STAGGER NAILING AND PRE -DRILL PILOT HOLES (MAX 75X NAIL DIA.) TO AVOID $PUTTING WALL ELEMENTS. 6. USE 3X FRAMING AND STAGGER NAILING WHERE PANEL EDGES ON BOTH SIDES FALL ON SAME MEMBER. 7. 12d/16d SINKER SHANK Du. -0.148-,,20d C0!'STON. SHANK GIA.-O,IV2" TYPICAL SHEAR WALL SCHEDULE W100A X NO SCALE Y l . ' v m in FIXED TtMP. 4050 I 38'6 1 1 q' 27, 28'b i 'Yb 2'6 „4 _-22-6' I PHP 2 PHO 2 T 5050 L - 11 V-6• 5.M 5,K S.H.HS.H.---------------------O 2�C--------------------- 060 060b'b b' 6'6 I : O E i a In YVH pT Wg SOLAR EOUIPTMENT 1 I 1 5068 SOI ' 5066 N t I t F0 O 11 1 MASTER BATH • - - - - - - - - - - - - FI'�D 56. i q CEILING J� PROVIDE 10'F�hTFORM t I PHD 2 4056 `D 40066 ' I I I t 9' GELLING 4'5 ry - - - - -- j��i1 D HD 2 90G * ERW/ --------- - - - - -- P.T. VALVEAN)D15CHARGE OUTSIDE !G4.610" 2'4 6'6 2 '4 2' PBTItAl"S TOP' AiZBO7TOM. PHO 2 1'ROVDE BARKRb FIXED I fI II ae ( I I 1 I Ob , Q - I i I 5050 PACKAGED F!•R' HOT ( 1 t ry MASTER BDRM - - - A 1 i pH0 `i 1 - C WATER RECIRCULATION iV 2'2"2 1'10 cetuNG 1 1 „+h0- @ 1 1 tV ry 10' -It _ SK ti0 SYSTEM: I 1 I 5 MASTER t•) COPPER ;PHD O O v ih ° ry 0 2090 1 1 .if I ( O CL03ET t POP -014 'o r 9066 °o NOTES: SEE ATTAGIHED SHEAR►WALL SCHEDULE 22' J�,¢� qg 4 ry 4 CEILING !'YF' IPPO 11 I PHD /�1 10 ry ccvqw CAFE BATH � -,/ En, rc r�r�.; 3 HMjh NIS S.N. SN 9 I q'CEILING I i 9090 9090 - ___ _ _ ..-•'--- 1 1 1 I 068 � I I i � • I ry I t KROHor /Jf��\��j�� GZ I I q• � i 1 to 1 1 Tonel. BAR• PND 7 1 ry 1 1 ria , I I I II 11 2666 GREATROOM 1 I ?a• z 5b• I I 'I A*TZ a'! FILING 11 2666 I i i I PHO O AGfRee ; ti - - - i n LAUNDRY a o II 1 ATTIC, FURNACE I 'D GARAGE �cEtu►4d: I f i m '' ► r --------- till ________' M 11 4 a 1 I BE✓ROOM r 1 1 I q'GEILiNG 11. 8'1 9'GEIIJNG i t _- _ - -• - --' ___ _.3'1©"4- 2660 J r t -------------- ------ r- 1 ' 1 i � S -TON I i 1 � I I I I I--- HVAG - �-! �' I 1 I . I ' PHD 2 - PAD c 24 X 96' ATTIC •- _ - , 6oea-------- ---- ��. -----, 1 0 ❑ o PANTRY p n Ii d) 5 -TON 4S .Rovor BATH H 4 GLODET `r eKn.a.«r !D eHTRv I I I q' CEILING I f HVAC �onei s� 4' CEILING ry ry -- - GLoeCT n m { i PAD 1.4 a 1'8 3't 1 I S PWD 2 2ee6 I I > PHD 2 0 PHO 2 w NIMOLe HALL i 0 1 - - -- - --- ..h IsTN1t �. p 1� 6 I `PHD2 } J LTJ t 13 n t f ry . p CLOSET 6dA I I - - - - - - - - - - - m L „ q, 6. I I \ t ( 5oe 2oeD .-- - - -- - -- 1 r I } GONmaL ► I ae I I f PHD 2 - " - - _ _ 9040_ _ - _9040- - q PHD 2 .-- -- _ PHD 2 cLoSeT i I 6d 11 ENTRY 1'e I t i 1 t i 6 SN 5'H 3 PHD 2 1 t ZOO I I 10 CEILING I 1''6 PHD 2 ' { AMP. I I selcVlce 9, _ I I 1-11 ` '' _ _ - 9060' ' 9050-A.? ! PHD 2 I i 1 i 1 1 � 1 PWD 2 1 - PHD 2 1 t o t DINING I 1 { i ' I I q' GELLING i f i a f I I 7 r i 1 I I (•) COPPER t t fV ! I L„ 9'-O' r m BEDROOM 1 i i 9050 - - - - Y �+ STUDY 1 0 q' CEILING I f I 1 i PHD 2 { i L- 4'_0` O I t f �' f t t l INC. 9'-O' rA O 1 1 12 44 1264 -- - - _ - - - _ - „ -- WINDOW f t 1 . PHO Z PHD 2 PWD 2 IF 11 I 9065 t - _ _ . _ ' r' I_�__-' — LI r 1 _ i---. PHDZ PHD2 I ----1__-------- I 1 4090 - PHO II 1 d 2090 9090 X090 1 i I 1 S.N. 6 {{ �.� I 1 1 1 SIR FIXED S.N. 6 -\PHO 2 1 1 it L- ,3,_6* i t i L- 9,-0' I i t t t 3' I - - -- - 2050 _ 9090 ZOO //, I I S.M. FIXED S.N. / e, \ - t I 1 1 LrJ _ dJ i 1 L - 4,-6' L - 4,-6• I r PORCH - 11 II ------------------------�_�---- =���: �_� __�.:®��--------- 8' 1 O 8' 14' 1416 q'b 12,6 100,15 .-�..1vm�rital Heald FES 2 Chico, Califamia FLOOR PLAN I d 5/16"- 1'-0" THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAi, CALCULATIONS REVISIONS 7BY o W w J U) W w 0 Ix L Z O j ) a 2866 2090 PHD 2 PHD 2 2 L - I i'-6' '1'4 NOTES: SEE ATTAGIHED SHEAR►WALL SCHEDULE 22' J�,¢� qg 4 ry 4 CEILING !'YF' IPPO 11 I PHD /�1 10 ry ccvqw CAFE BATH � -,/ En, rc r�r�.; 3 HMjh NIS S.N. SN 9 I q'CEILING I i 9090 9090 - ___ _ _ ..-•'--- 1 1 1 I 068 � I I i � • I ry I t KROHor /Jf��\��j�� GZ I I q• � i 1 to 1 1 Tonel. BAR• PND 7 1 ry 1 1 ria , I I I II 11 2666 GREATROOM 1 I ?a• z 5b• I I 'I A*TZ a'! FILING 11 2666 I i i I PHO O AGfRee ; ti - - - i n LAUNDRY a o II 1 ATTIC, FURNACE I 'D GARAGE �cEtu►4d: I f i m '' ► r --------- till ________' M 11 4 a 1 I BE✓ROOM r 1 1 I q'GEILiNG 11. 8'1 9'GEIIJNG i t _- _ - -• - --' ___ _.3'1©"4- 2660 J r t -------------- ------ r- 1 ' 1 i � S -TON I i 1 � I I I I I--- HVAG - �-! �' I 1 I . I ' PHD 2 - PAD c 24 X 96' ATTIC •- _ - , 6oea-------- ---- ��. -----, 1 0 ❑ o PANTRY p n Ii d) 5 -TON 4S .Rovor BATH H 4 GLODET `r eKn.a.«r !D eHTRv I I I q' CEILING I f HVAC �onei s� 4' CEILING ry ry -- - GLoeCT n m { i PAD 1.4 a 1'8 3't 1 I S PWD 2 2ee6 I I > PHD 2 0 PHO 2 w NIMOLe HALL i 0 1 - - -- - --- ..h IsTN1t �. p 1� 6 I `PHD2 } J LTJ t 13 n t f ry . p CLOSET 6dA I I - - - - - - - - - - - m L „ q, 6. I I \ t ( 5oe 2oeD .-- - - -- - -- 1 r I } GONmaL ► I ae I I f PHD 2 - " - - _ _ 9040_ _ - _9040- - q PHD 2 .-- -- _ PHD 2 cLoSeT i I 6d 11 ENTRY 1'e I t i 1 t i 6 SN 5'H 3 PHD 2 1 t ZOO I I 10 CEILING I 1''6 PHD 2 ' { AMP. I I selcVlce 9, _ I I 1-11 ` '' _ _ - 9060' ' 9050-A.? ! PHD 2 I i 1 i 1 1 � 1 PWD 2 1 - PHD 2 1 t o t DINING I 1 { i ' I I q' GELLING i f i a f I I 7 r i 1 I I (•) COPPER t t fV ! I L„ 9'-O' r m BEDROOM 1 i i 9050 - - - - Y �+ STUDY 1 0 q' CEILING I f I 1 i PHD 2 { i L- 4'_0` O I t f �' f t t l INC. 9'-O' rA O 1 1 12 44 1264 -- - - _ - - - _ - „ -- WINDOW f t 1 . PHO Z PHD 2 PWD 2 IF 11 I 9065 t - _ _ . _ ' r' I_�__-' — LI r 1 _ i---. PHDZ PHD2 I ----1__-------- I 1 4090 - PHO II 1 d 2090 9090 X090 1 i I 1 S.N. 6 {{ �.� I 1 1 1 SIR FIXED S.N. 6 -\PHO 2 1 1 it L- ,3,_6* i t i L- 9,-0' I i t t t 3' I - - -- - 2050 _ 9090 ZOO //, I I S.M. FIXED S.N. / e, \ - t I 1 1 LrJ _ dJ i 1 L - 4,-6' L - 4,-6• I r PORCH - 11 II ------------------------�_�---- =���: �_� __�.:®��--------- 8' 1 O 8' 14' 1416 q'b 12,6 100,15 .-�..1vm�rital Heald FES 2 Chico, Califamia FLOOR PLAN I d 5/16"- 1'-0" THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAi, CALCULATIONS REVISIONS 7BY 3266 SQ. i- T. LIVABLE 1 187 SQ. FT. GARAGrE SCALE: SAGE 4 OF 6 o W w J U) W w 0 -� W Z F 3266 SQ. i- T. LIVABLE 1 187 SQ. FT. GARAGrE SCALE: SAGE 4 OF 6