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072-050-032
D. 3"), n ;72-05-32 2239-9fB,P`-,E- -- SOLIS, Iris j v•lle� 5372 Oro Quincy Hwy, Oro i (new foundation& family room per SI #13-91) 072-05-0-032 91=4251 SOLIS, IRIS CONTR: WAIBEL AC • 5372 ORO QUINCY HWY ORO ` HVAC/SF Z- 072-05-0-032 91-4200 072-05-0-032 I SOLIS, IRIS ria.q,3 t CONTR : GRAV I SON , TOM � z I LE 5372 ORO QU I NCY .HWY"," OROV I 1 GARAGE CARPORT,BATH: 072-050-032 #98- 73_5 n IRIS & DORIS SOLISG'Yf' 5372 ORO QUINCY HWY'OROVILL MAC CO METAL BUILDINGS /�`/j��� PRIVATE DET STORAGE 3"), 072-050-032 _ #98-1735�v ~ IRIS & DORIS SOLIS' RESIDENTIAL ORO QUINCY HWY OROVILLE �Ajo'Wt MAC CO METAL BUILDINGS - PRIVATE DET STORAGE J a _ 1.9�j PERMIT NO. // PERMIT EXPIRES OWNER CONTR. , ASSESSOR PARCEL LOCATION i CHECKED BY SRA FLOOD CERTIFICATE REQ. ; FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS l �+ VERIFY / I Temp. Power Pole Called PG&E • Temp. Elec. Service 4 Called PG! Temp. Gas Ser Called PG1 JOB FINALED Signature V=OK O = Not OK Not tReady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s EC5,:COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 1 ing Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Sewer, LocatiorrTes4Fall-C/O-Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water, Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap; / /,L'ft / /Nat. or/ / L"ft./ /LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 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 Card B 1 tem Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 G Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. Elec.; Receptacles and Lighting, Distance -GA 8. Gas and Electricity Tagged 5. Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/8 -Circulating Equip. -Heater 11. Cert of Occupancy 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtq. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 12. Permanent Foundatlon Only: License Decal 9. Health Department Approval Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t < / MISCELLANEOUS Date EC5,:COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1 ing Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-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 tem Card B-1 Date Card B-1 G 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 -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/8 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtq. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Ught Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = NotOK - = Not Applicable = Not Ready RESIDENTIAL, (Single & Duplex) Date UNDERFLOOR (Plans) OK except #"s 1. ZoningSetbacks-Easments-FloodSlope 47. 2. Ftg., Main; Soils-Elec. Gmd. / /` Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 49. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 51. 6a. Hold Downs and Special Anchors 52. 7. Slab, Steel -Wrapped 53. 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -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 61. 16. Insulation 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 68. Elec. Trim & Subpanel, Breaker Sizes & labels Date 69. Card B-1 Date Card B-1 Date 70. Card B-1 Date Card B-1 Date 71. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. A.C. Duct in Garage -Damper 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI Plb., Elec. & Mach. Equip. Listed for Location 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Elec. Receptacles in Garage (G.FI.)-Romex Protection 30. Range Circ. / / ga Cu or Al -Oven Circ. / / ga Cu or AI Insulated Neutral p Yes Q No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Dat? FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdnn. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage 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 -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mach. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters Q Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: S� ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER MI o. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 072-050-032 ZON1NO BUILDING PERMIT OWNER IRIS & DORIS SOLIS TELEPHONE SQ. FT. OCC. BUILDING VALUATION 1152 U 20736 .OWNERS MAILING ADDRESS XXXX 5369 OLD OLIVE HW, OROVITLE, 99966 CONTRACTOR'S NAME MAC -CO METAL BUILDINGS TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 20736 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 216.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 5372 ORO ` Energy Plan Checking Fee $ $ OROVILLE PERMIT FEE $ 376.40 LOT NO. SUBDN�IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRIVATE DET- iTORA(,F SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other. ❑ Describe Work: 24 X 48 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OOOV OR Main Service 200., OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPUS License Class Lic. NO. OWNER -BUILDER DECLARATION I 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, I will do the work, and the structure is not intended or offered for sale. �j I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEUJNG OCCUR SO OR ( 8 ACC. BLDS. 3.5,s CNS. NOµHEOSID. MULTI -OUTLET RANCH CIRCUITS @7,50 S SINGLER AOUTLETPARATCIR. OUTLET OR FDCfURES 20 @ ''50 Ex. Occup.gq0 @ .00 Ex. Occup. OFUTLEEDfSAPP "a.°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the 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 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 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 pr isions of section 3700 of the Labor Code, I shall forth ith comply w' o provisions. X o Q Date _ gna e f Applicant- ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 376.00 HAZ. I D FEES IMP I FLOOD CDF PARCEL I PD H ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate above for hich fees have been paid. ,tom cJ° By /"`' \ D to PERMIT EXPIRES ON t7 Z ate Receipt No. 2448'15 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 f x:��1fy.'Y j.►,.t ,: t"�:., t r �..cr¢�+.aX�•�'':rs•v:,� .� r..s..��w;�j«�tiyiCy',�7`ti�ii�:c�z�����' ! ^'�^.wyr� .�+.'��y*rr:;. COUNTY OF BUTTE DEPARTMENT OF DEMOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILl�E-CALIORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLI � V DATA SHEET OWNER: C= ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was adv' d the following data must be submitted prior to permit pro ess g and/or issuance: Date Received By ❑ 1. All hems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. -------------------------- -------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans ---------- 0 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ . ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 1 . Impact fees as shown on the attached schedule. ---- ----- ----------- ------ ----- -------------------------- � g 2. California Department of Forestry plan approva fees. - ---- - --- _/ �--�--------------------- . ❑❑� 113�3. Flood elevation certificate. -----------------`-I---------------------------------------------------------------------- 214. Sanitation and plot plan approval DrEXA Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------------------ ------- ------ ---- . Planning approval for (A) Use: ✓ (B) Parking: Gti�y� ---- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- °1 ❑ 1.9. -Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- I— ❑20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- t: ❑ 26. Letter of intent on building use.-----------------------------------------------------------------------------------, ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ' 028. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. -------------- ❑30. Other:Z ------- When you issue the permit, process as follows Mail to owner, ❑Mail to contractor. ❑ Telephone and hold for pickup at ( office. ❑ eliv with inspector. Applicant.</w Q Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air_•i Pollution Date: By:,,'' Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: 1. Index permit application for the above items numbered 2. Additional items required:. Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑uil�` Plans reviewed by: Date: Plans approved byl Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Yellow Copy - Department of Development Services, Building Division. ❑ Plan Check List ivision counter, by Date: ivision counter, by Date: ivision counter, by Date: ivison co ter, by te: Ct Q Date: , Date: 'y 1 E.H. USE ONLY Plot Plan Attached 1 Floor Plan Attached 1 / Sent to B.D. I TO: C)\ Building Department FROM: Environmental Health SUBJECT:' Sanitation Clearance V9 t10 o 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: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE -DEPARTMENT Off' DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARC ER: ~l DS Q3a Proposed Building Use: Building Inspector: Date: At time of permit application, I was adv' d the following data must be submitted prior to permit pro esa g and/or issuance: ❑ 1. All items have been submitted. 112. Plot plans, 3/4 sets, signed by the pieparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ 01 . Impact fees as shown on the attached schedule. 2. California Department of Forestry plan approy fees. ❑ �13. Flood elevation certificate. 2"14. Sanitation and plot plan approval NMA L . Health Department. ❑ 15. City of Chico plumbing permit. ❑ l'70 . Plot plan and business license approval from the City of B' gs. Planning approval for (A) Use: Kr(B) Parking: a ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required. ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 1323. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. 1326. Letter of intent on building use. 027. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: i When you issue the permit, process as follows Er Mail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at f office. ❑ ;rwith inspector. Appli t: Date: -S EXPIRATION OF AP ICA ON Applications for which a permit has not been issued, will expire by limitation one yearafter date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. 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 checking fees for workplan checked and other department costs are not refundable. Original - Applicant gatte County -' LAND OF NATURAL WEALTH AND BEAUTY Date: August 21, 1998 Permit Applicant: Iris and Doris Solis 5369 Old Olive Hwy. Oroville, CA 95966 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Permit Number: 98-1735 Assessor Parcel #: 072-050-032 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Michael Mooney cc: Jeff Mitchell Architecture 711 J Street Crescent City, CA 95531 Date: August 21, 19910 Permit Applicant: Iris and Doris Solis 5369 Old Olive Hwy. Oroville, CA 95966 Permit Number. Assessor Parcel #: 98-1735 072-050-032 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Jeff Mitchell Architecture Re: Solis Building Regarding my reply to your letter of August 31. 1) Column as calculated is a main force resisting element, consequently Cq should be 1.3. 2) Code allows a 1/3 increase for short term loading due to wind. 4) If you are using shear walls and diaphragms why consider the post other than an element supporting gravity loads, and to transmit lateral loads to the roof diaphragm? If this is the case why is the post embedded, and do you include calculations for depth of embedment to resist lateral loads? 5) If the building is a diaphragm building with shear walls where is the foundation at the shear walls to accept lateral loads.? I note that revised plans show shear wall at only one end. What happens at other end? 6) Not at all. Regarding the submittal of video and NFBA manual. Unless this has ICBO or other recognized agency approval it is unlikely that it will be approved by this department. Regarding Revised plans 1) Page ll-Cq=1.3,p=11.7ath=15'. 2) Page 11 A - You recommend using End Wall Construction with a shear value of 515 lbs/ft but include no details or supporting calculations. Please clarify. 3) I would like to see a complete set of substantial plans. Foundation, floor, roof, structural cross sections, and site plan, with specifications for all materials, connections, and requirements clearly shown 1. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Friday. Michael Mooney Jeff Mtchell Architecture Re: Solis Building Regarding my reply to your letter of August 31. 1) Column as calculated is a main force resisting element, consequently Cq should be 1.3. 2) Code allows a 1/3 increase for short term loading due to wind. 4) If you are using shear walls and diaphragms why consider the post other than an element supporting gravity loads, and to transmit lateral loads to the roof diaphragm? If this is the case why is the post embedded, and do you include, calculations for depth of embedment to resist lateral loads? 5) If the building is a diaphragm building with shear walls where is the foundation at the shear walls to accept lateral loads.? I note that revised plans show shear wall at only one end. What happens at other end? 6) Not at all. Regarding the submittal of video and NFBA manual Unless this has ICBO or other recognized agency approval it is unlikely that it will be approved by this department.. Regarding Revised plans 1) Page 11 - Cq = 1.3, p = 11.7 at h = 15'. 2) Page 1 IA - You recommend using End Wall Construction with a shear value of 515 lbs/ft but include no details or supporting calculations. Please clarify. 3) I would like to see a complete set of substantial plans. Foundation, floor, roof, structural cross sections, and site plan, with specifications for all materials, connections, and requirements clearly shown. RaCount to LAND OF NATURAL WEALTH AND BEAUTY Date. August 25, 1998 Permit Applicant. Iris and Doris Solis 5369 Old Olive Hwy. Oroville, CA 95966 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Number. 98-1735 Assessor Parcel #: 072-050-032 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Michael Mooney Date: August 25, 1998 Permit Applicant. • Iris and Doris Solis 5369 Old Olive Hwy. Oroville, CA 95966 Permit Number. 98-1735 Assessor Parcel #: 072-050-032 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Solis 1) Design Wind Load - Cq = 1.2 for wall elements, 1.3 for primary frames. You are correct in the analysis of the girts, but incorrect in the analysis of the posts and on sheet 11 for the end walls. I calculate p = 11.7 psf for primary frames (Method 2). 2) Page 7 - in calculating allowable bending stress, you use a factor of 1.6 as a multiplier. Where does this factor come from? 3) Page 8 - Post design - The post appears to be designed to support both gravity and lateral loads as a "flag pole". Maximum bending will occur at the base, not midspan. You do not include component of roof lateral load in your calculations, and the value for wind pressure is incorrect at 10.79 psf. Please redesign. 4) Page 10 - wind loading incorrect. Recalculate footing. Are you using both posts to resist lateral loads? If so how is off side post constrained? 5) Page 11 - This analysis appears to be assigning lateral loads to end walls. How do you accomplish this without a structural diaphragm?. Please correct wind pressure values in you calculations. 6) Please resubmit complete packages, calculations and plans, for your re -submittal. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Friday. Michael Mooney FROM : Mac -Co Met(al�Bldgs. PHONE NO. : 5303651403 Sep. 30 1998 04:13PM P4 ' uff COunt Q- LAND OF NATURAL WEALTH AND BEAUTY September 24, 1998 Mac -Co Metal Buildings 6183 Meister Way Anderson, Ca 96007 Iris and Doris Solis Asse3sor Parcel Number: 072-050-032 Building Permit Number: 98-1735 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95966-4397 TELEPHONE: (530) 638-7541 FAX: (SW) 538-2140 The above referenced revised building plans were reviewed again by this office. Provide additional information, and/or make revisions to.plans, specifications and calculations as follows: 1. Sheet 5 of 18 could not be located in the fax on 9-23-98. 2. All other pages have been reviewed and. comments have been made in red on the building plans. Please review these pages, make changes and return the set of plans that have ben marked. The building plans must be stamped and signed by a California licensed architect or engineer. Ifyou wish to discuss any requirements, you may contact me at (53 0) 538-7541 between the hours of l :00 p.m. and 4:00 p.m.; Monday through IFriday. Sincerely, Michael Mooney engineer 1 FROM : Mac -Co Metal Bldgs. PHONE NO. : 5303651403 Oct. 01 1998 10:51AM P1 1fax Tra nSMIssion 1 1 / ! 1 AO From: ! Mac -Co Metal Buildings 6183 Meister Way, Anderson, CA 96007 • Tel: (530) 365-1403 Fax: (530) 365-6080 / 1. To: , s e Attn: 1 Number of -pages including cover sheet: 1 . / 1 1 �1 6F -r�S*-r / 1 / 1 • f 1 / 1 1 1 1 1 / 1' 1 ! 1. 1 FROM : Mac -Co Metal Bldgs. PHONE NO. : 5303651403 Sep. 30 1998 04:11PM P1 TraIISl11155ion From.- �' • L1t'j Mac -Co Metal Buildings 6183 Meister Way, Anderson, CA 96007 Tel: (530) 365-1403 Fax (530) 365-6080 To:�• Attn: Number of pages lncluding sheet: FROM : Mac -Co Metal B1dgS. PHONE NO. :-5303651403 Sep. 30 1998 04:12PM P2 1'lilAil 'I tMETAL BUILDINGS .ENG]NEEREDPOStFMEBUILD#= GARAGES t SHOPS / R.V. STORAGE / EQUIPMENT I STORAGE 7 BARNS ; HP Off ceJet Fax Log Report Personal Printer/Fax/Copier Sep -07-00 11:40 PM Identification Resul ka eS Tie Date Time Duration Diagnostic 5303651403 Error 02 Received Sep -07 11:39P 00:00:52 001101430000419 on page 2 1.3.0 za t r G LI Y �M r HP Offi&Jet Fax Log Report Personal Printer/Fax/Copier Sep -07-00 11:49 PM Identification Result Pages • TWe Date Time Duration Diagnostic 5303651403 Error 11 Received Sep -07 11:40P 00:05:27 001101430000419 on page 11`. 1.3.0 28 3 t" r FROM : Mac -Co Metal Bldgs. PHONE NO. 5303651403 Sep. 30 1998 04:12PM P3 2 Pg. 14 -1. We are using a simplified conservative modified formula from ASCE. Based on criteria from the "ASCE Minimum Design Load for Buildings and Other Structures" manual. Refer to table 6-1 page 16. .2: V' get to the ground from shear walls through to the posts and down to the footings. Pg. 15 -1. it's a shear panel, it's rigid. , 2. Steel panels'are screwed to girts, which are nailed to the post. P9. 16 -1. See item 2, page 15. 2. Yes, this is a test result from the NFBA 1996 diaphragm test Sincer*, , Alan Adkins FROM : Mac -Co Metal Bldgs. PHONE NO. : 5303651403 Sep. 23 1998 01:36PM P2 kW METAL BUILDINGS .ENGINEEREDPW FRAME BUILDW-S I GARAGES / . SHOPS / R.V. STORAGE / EQUIPMENT / STORAGE / BARNS 9 BUtte'.Courity Auildigg #7 CountyCeinter Drn►e : -.: Septetnbei 23, 1998 ..-..Atte: Mike Mooney Re: Pkoject for Iris Solis DearMr..Mconey, :. .••In reply. to your fax received 9/.21198.. Alt:.of the reference material used in the design of our post frame buildings is supplisd :-to,,0s by :the " • . '. NatiorTaCframe Builders Assoclation, various Uriiversiiy Professoas, U8C; NDS; ASCI=,:ASAE,`Alumaii :Corpoiation, .and: Bravri Intertec,- an.IC64.approved resting agency: Enclosed you will find a brief summary ofthis inforinaGon.. You have already received the.. Diaphragm Testing information which our: company was instrunienfal in conducting. M66 -C9 Metal Buildings' has been involved: in building post frame buildhigs.with diaphragnti.deslgn.: for. 30 yel3rs ..This design has been sabmittjed. to and,approved by all building, ju"sd'ict ons in•lVorthem California:. We area post frame building corriparaY building.low cost, wood,frame, metal clad structures ' that are. used as residential access.M.buildings and foulight commerdial use., We use state. of the art engineering which we have gained thtough:our4ctive parHcipaVon*in the'NFSA. iZeaiizing it .at thi re:is a diaphragm in metal cladding -which provides.tesistance to.lateral loads,.we.use the resistance:values to - teduce'the size of the columns and .footings: There'are many publications.addressing diaphragm design for post frame buildings;: Access. to :the publicatlon9•is normally through the NFBA. - Wewduld tnvlte you to join this organization as a. design• professional. I.hopethis,addresses your. Please feel free to.callme.if you hay® any fuither questions. Ybu.Oan also call any-of�the following building officials who are very familiar with our type bf.'coh41*tion, and us' a company. Les Wood, Shasta County :Building Dept.. 22.5.761 -Kathy Thomas,.Tehama County -.Building. Dept 527-7002 '96b Flock,; Sisk'ryou Counly Building Dept. 8424260 Frail Hock, Plumas County :Builifing Dept: 283-6225 Sincerely, n :Adkins . �61$311rteistettla :AndersonA:96Q07.: + : Coiatractor`s Glc' No. 731696.'. >• 916 365-�41j3 800 '46=?4n3` ' y FROM Mac -Co Metal Bldgs. PHONE NO. 5303651403 Sep. 23 1998 01:35PM P1 F�N Tra.li5m155ion Froni:_Dina Kaintach Mac -Co Metal Buildings 6183 Meister Way, Anderson, CA 96007 Tel: (530) 365-1403 Fax: (530) 385-6080 To: Butte County Building Department Aft—Mike Mooney Number of pages Including cover sheet:_36 Dear Mr_ Mooney, Following is backup information and new drawings and calculations for the Solis project Please disregard all previous plans. Mr. Solis has given us until the and of the month to get this project approved, or he will be cancelling the project entirely. We would appreciate it if we could get this project through as soon as possible. If the pians most your approval, I vWll Immediately forward the wet signed, wet stamped sets you require. Thank you for all your help. Y. i� Dina Kalmbach FRONT ELEVATION NOTES POST SIZE 6X6 #2 HEM FIR PRESSURE TREATED FOOTING SIZE ❑ 18" DIA. X 3'-0" DEPTH FOOTING SIZE ■ 18" DIA. X 4'-0" DEPTH SNOW LOAD 20 PSF WIND LOAD 70 MPH NAL' Al -EF' MAC -CO METAL BUILDINGS 24'X 48'X 12' AG STORAGE FOR IRIS & DORIS SOLIS 5406 HIGHWAY 162 OROVILLE, CA 95966 (530) 589-0399 48' 12' 12' 12' 12' T 3'X6'8" 5 - _E WALK IN 2X6 - - DOOR S.S. DFL PURLINS = _ 2' O/C 6 0 12" '\ N 3 T -VENT STRONGBACK 10X10 O.H.N DOOR 4" CONCRETE FLOOR W/ FIBERMESH 12X10 SLIDING DOOR PLAN VIEW n I n FRONT ELEVATION NOTES POST SIZE 6X6 #2 HEM FIR PRESSURE TREATED FOOTING SIZE ❑ 18" DIA. X 3'-0" DEPTH FOOTING SIZE ■ 18" DIA. X 4'-0" DEPTH SNOW LOAD 20 PSF WIND LOAD 70 MPH NAL' Al -EF' MAC -CO METAL BUILDINGS 24'X 48'X 12' AG STORAGE FOR IRIS & DORIS SOLIS 5406 HIGHWAY 162 OROVILLE, CA 95966 (530) 589-0399 2X6 GIF 2X12 DOOR HEADER .NAILED W/ 3-16d EACH END (TOENAILED) 16d NAIL @ 12" O/C K6 HEADER P.T. POST 3 DOOR HEAD DETAIL P.T. POST ROUGH SAWN Vv L,"'r�l C-25065 N� RENEWAL 2-2X6 P.T. �� DATE SKIRT BOARDor CAl-�F� 4" CONCRETE SLAB FLOOR 2% GRADE 5' ALL DHI ND THE BUILUIL- ° GRANULAR LEVELING COURSE =ii�ui=ui=ui iii=m=iii=m=iii=iii=iu I iu=iit=ur-=m =iii=iii=iii P=ui=ui=ui- USE MIN. 20-20d NAILS ui=ui=iii=m=ui= .. Iu=iii=ui= . iii=iii=iu=iii L uiiii= IN POST TO CONCRETE USE MIN. 2500 P.S.I. 0 o CONCRETE 18" I FOOTING DETAIL t� �1 ` • MAC -CO METAL BUILDINGS JOB NAME 56L1S SIZE 6183 Meister Way ANDERSON, CA 96007 SHEET N0, `� OF 1 �- (916) 365-1403 CALC ',ATED BY q,a DATE CHECKED BY DATE DESIGN CRITERIA ROOFLOADS D.L. = 2.5 PSF L.L. = Zo PSF T.L. = Zz PSF WIND LOAD PER U.B.C. - DESIGN WIND'SPEED MPH EXPOSURE B o _ /s FT. P=Ce Cg Qs I Ce= ,Gz Cq = �, Z Qs = P=( ,�L )( �.z )( iz.� )(� /.o )= g3� PSF SOILS ASSUME /SO`' PSF' 0 MATERIAL BASE VALUES 0 rn #2 DFL = Fb = ,875 PSI SINGLE C-25065 2 `- -moi #1 DFL = Fb = 1000 PSI SINGLE RENEWAL Q' S.S. DFL = Fb = 1450 PSI SINGLE DATE OF CA POST (LAMINATED) = Fb = 12 HE FIR W PSI E = 1.300.000 PSI POST ( SOLID SAWN = Fb: 11 HEM FIR 950 PSI " E: 1.300,000 PSI POST (SOLIO SAWN)= Fb = 12 HEM FIR 525 PSI E = 1.100,000 PSI - LOAD DURATION - WIND = 1.6 ( Fb ONLY) SNOW MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 JOB NAME Soy s SIZE 2.v'X tAp A) -z SHEET NO. OF f CALCULATED BY AA DATE CHECKED BY DATE GIRT ANALYSIS 2' o BAY WIND LOAD = 11, 37 PSF LOADING PER FT. _ ( q. 3-7 71/ PLF ALLOWABLE BENDING ( iyso ) ( 1.3) 1.15) ( 1.6) = 398' PSI Mom ( 18.�y ) ( i1.- ) 2 ( 12 ) + 8 = yoy9 # SReq'd 3-28P IN3 S = 2X6 FLAT = 2.06 IN3 S = 2X6 EDGE = 7.56 IN 3 USE 2X6 55 DFL 2'-0" ON CENTERS TRY FULL WALL SECTION J / 2 ASSUME EAVE HEIGHT LOAD / FT. ( )\( ) Mom = ( ) ( \ ) Z SReq'd = ( ) + _ 2X6 ) 8 = IN USE S=7.56 + 2.06=9.62 IN3 2 f' FT. WALL SECTION' LOADING — > X �� HAS OTHER GIRTS 6 1 j FLAT = X 2.06 = IN3 TOTAL = IN3 > IN 3 > USE 2X6 T. -GIRT AT �\ W/ SINGLE 2X6 DFL GIRTS 2'-0" O/C NAILS IN WITHDRAWAL 2 16d NAIL ( 40 ) ( 1.33) = 53.2 X = MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PURLIN DESIGN JOB NAME 501-1 s 5HEE. NO. CALCULATED BY CHECKED BY Zo # SNOW LOAD 171/01, LOAD = ( 2z. S Fb=( ,L4tp )(1.3) (1.15)( 1,15 ) _ ►�= I tis II ►�— I'I 12 j �8= 5�� y S Req'd = 112,0 2-y9 i USE 2)c& ss DFL Zw" OIC END RAFTER DESIGN OSE Tmr vlc SIZE2'XgjX.l.2'.. OF A -A ..DATE 7 -Z► -41 DATE BAY PLF Z4li L 3.9 0 S = 2X6 EDGE -- 7.56 IN. ' ON CENTERS PSI SPAN LOADING PSF SPACING km:( II II 1' ( 12 I'b= SReq'd= 7 S USE i DFL t e POS_ a SOLID POST Fb = #1 HF = ( 950 ) ( 1.6) = 1520 PSI C -25t SOLID POST Fb = #2 HF = (• 525 ) ( 1.6) = 840 PSI LAMINATED Fb = 2X6 #2 HF = ( 850 ) ( 1.3 ) ( 1.15 ) ( 1.6 ) = 2033 PSI d'>• RENEW, LAMINATED Fb = 2X8 #2 HF = ( 850 ) ( 1.2 ) ( 1.15 ) ( 1.6 = 1876 DPTE PSI FOF CP WIND PRESSURE 9.37 PSF BAY, 12, o'" SAVE HEIGHT W = ( 9,3� ) ( is.o ) = 112.Vf PLF M 12) ' 8 = 2�Z-78 "# S Req'd = Z4t'IS • yyo = zfk IN ' FOR LAMINATED POST USE PLY 2X #2 HEM FIR - S= IN' FOR SOLID POST USE I "" X y HEM FIR ( ROUGH SAWN) - S= 34.0 1N IN' IN.' MAC -CO METAL BUILDINGS, 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 POST TO TRUSS CONNECTION JOB NAME s- LA S SIZE 24X4A SHEET NO. OF CALCULATED BY .A -a DATE CHECKED BY DATE DESIGN FOR 2q' o" SPAN, 210' BAYS, 7.0 # SNOW LOAD VALUE FOR 3/4" 0 BOLTS, DOUBLE SHEAR 3" IN MAIN MEMBER PERPENDICULAR TO GRAIN = ( 1130) ( 1.15) = 1299 # L PARALLEL TO GRAIN = ( 2190) ( 1.15) = 2518# VALUE FOR 16d COMMON NAIL = ( 122) ( 1.15 ) = 140 # LOAD = (- 2y ) ( 12- ) 022.5 ) = 3z�10 # 2 CONNECTORS 3/4" BOLT(S) AT TRUSS = 12-15 # 3/4" BOLT(S) AT BLOCK = # _ 16d NAILS = 221fo # � C-25065 r 2, Z� `i, RENEWAL '9ATE Q. F O� CAL\FO 3539 USE 14 NAILS IN TRUSS HEEL AND NAILS IN BLOCK ON EACH SIDE OF POST TYPICAL END 7Xv5S CONNECTION LOAD =P( 4- )( z z- (. 22S ) = H-20 # TOTAL 16d NAILS REQUIRED = + 140 = USE' 40 NAILS AT RAFTER TO POST = ( G ) ( 1140 USE NAILS IN BLOCK=' ( ) ( ) NAILS = 8y� # 12 S9 TOTAL 7,)39 # ENDWALL RAFTER & ALTERNATE END RAFTER CONNECTION LOAD =P( )( )( )_ ## 2 TOTAL 16d NAILS REQUIRED = + 140 = USE NAILS AT RAFTER TO POST USE NAILS IN BLOCK = ( - ) ( ) NAILS TOTAL # MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 JOB NAME SIZE 2-gxgivz, SHEET N0. I OF a— CALCULATED BY AA DATE 7-21-v CHECKED BY DATE FOOTING DESIGN I2�DBAY, 2.00SPAN; EXPOSURE 3 MPH WIND SPEED, Z0 # SNOW LOAD ISO PSF SOIL, 1/2" MOVEMENT ALLOWED, CONDITIONS LOAD DURATION WIND 1.33 FOR BEARING ROOF LOAD = ( 2N 2 WALL LOAD = ( I l ) ( ►Y ) (2.5) # TOTAL 3 v oo # C-25065 RENEWAL DATE " ASSUME 3►0 � DEPTH ALLOW BEARING ( I soo ) ( 3.° - 1.0) (.20) + ► Soo = Z/oo PSF PIER AREA REQ'D ( LOO ) = 1. '7 I SQ. FT. Z►oo PIER DIAMETER REQ'D DIA. X 3'0 DEPTH . .785 M, J CHECK FOR WIND P = ( ,(.2- ) ( I. i- .)•( ► Z'(. ) ( i, o PSF M=( 9.37 ) ( ►z ) ( �Z,)� + g- 2ox�/ yI S=(2) ( -)SID ) (1.33) = 399 PSF DEPTH REQUIRED = / ( 4.25) ( 2o2y ) = 2.y = 304 USE FOR �W1,4(r 3 159 ) ( ►, t DIAMETER X 3 ►° DEPTH .•off 4v SPAN P1 -H3 O JOB MARK 0 SPE 230 00 ORHANGSO 1. CO.MARK YOMA DK -T 3-07-05 T 6x12 B 1x4 11 8x14 = 1x4 I I S1 20G-ROBB•HS-8x14 = TC! 11 -10 -DO 11-30-08 BCi 23-09-00 1 23-09-00 UniStar -- Version 39.7.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 8:29-97 (ICBG) APPROVAL #4994 1. TRUSSES MANUFACTURED BY - NAIL VALUE FOR GREEN D.F.L. SYSTEMS PLUS ANDERSON,CA. CSI SIZE LUMBER FB PLATES - 20 GAUGE ROBBINS 2. ANALYSIS CONFORMS TO TOP 0.74 2X 6 DFL -91B 1380 GRIPPING 276-233 PSI PER PAIR UBC (TPI -85 4 NDS -91). BTM 0.84 2X 6 DFL -SS 1885 INCLUDES 15.0= INCREASE 3. TRUSS IS DESIGNED FOR WBS 0.951 2X 4 DFL -STAN S50 TENSION 1165- 480 PLI PER PAIR NO CEILING LOAD. EXCEPTIONS: SHEAR 744- 458 PLI PER PAIR 4. PREVENT TRUSS ROTATION AT G -E 2X 6 LFL -#1 1300 ALL BEARING LOCATIONS. E -H SAME AS G -E JT TYPE PLATE SIZE X Y LUMBER STRESS INCREASE: IS.0% A 2001 8.00 X20.00 16.0 5:5 B 3001R 6.00 X12.00 CTR CTR LATERAL BRACING: M C 2001 6.00 X20.00 16.0 5.5 �� TOP CHORD - E6ir�:vGe6 'Zy p,G D 1001 1.00 X 4.00 CTR CTR y �O ..BTM CHORD - 120 IN. OC E 1070 8.00 X14.00 CTR CTR Vt TRUSS SPACING - 72.0 IN. F 1001 1.00 X 4.00 CTR CTR G 1050 6.00 X 8.00 CTR CTR Z P Il es @ (?'o • C " LOADING LIVE DEAD (PSF) H 1050 6.00 X 8.00 CTR CTR TOP CHD 40.0 5.0 BTM CHD 0.0 3.0 PLATES - 20 GAUGE ROBB•HS TOTAL 40.0 6.0 48.0 GRIPPING 312-246 PSI PER PAIR INCLUDES 15.0% INCREASE SUPPORT'CRITERIA TENSION 1899- 731 PLI PER PAIR JT REACT WIDTH JT REACT WIDTH SHEAR 1066- 732 PLI PER PAIR RCiy T LBS IN -SX LBS IN -SX A 3420 3-10 C 3420 3-10 JT TYPE PLATE SIZE X Y Sl 1101 8.00 X14.00 CTR 0.0 LEFT RIGHT •• SPLICE Sl •• REQUIRES BLOCK HEEL DIN - , 3SX GIN - 3SX C-250655 r - R PLATE IS ROTATED BY 90 DEG !� MEMBER FORCES (LES) N TOP CHORDS t Oka si h � RENEWAL �Q A -G - 9828 C G -B , - 7051 C � DATE B-H 7BOTTOM CHORDS 9828 C . ^ P CAL`` e-Qr re coc-d . O A -F - 9535 T F -S1 - 9535 T SI -E - 9535 T E -D - 9535 T D -C - 9535 T WEBS F -G - 107 T G -E - 2867 C E -B - 2158 7 E -H - 2687 C D -H - 107 T DL -LL DEFL - 0.63" IN B-H PESSI LL DEFL - 0.52" < BRG-SPAN/360 �. SPAN/DEFL (JL•LLI - 454 h Q�EN �• ��yyc\` y No. 52595 N p * x.12-31-98 CIVIL .� sr a OF COVO'e Insulation Certificate County Subdivision tot Numba Description of Installation ROOF Matcrul Brand Name Thickness (inches) Thermal Resistartca (R -Value) CEILING Ballot BlankctTypc FIBERGLASS BtagNann6 CERTAINTEED Thickness (inches) 192 Therms! Resistance (R -Value) O Loose fill T T � NS11irSAFE IIL BrandName . Contractor's minimum installed weighU t" Ib MWmum thiekrtesa 12— inches Manufacturer's installed weight per square foot to acheive Thermal Re6startao (R -Value) 3U EXTERIOR WALL Material FIBERGLASS Thickness (inches) RAISED FLOOR Mauch! FIBERGLASSS Thickness (inches) BraadName CERTAINTEED Thermal Resistance (R -Value) Brand Name CERTAINTEED Thermal Resistance (R -Value) SLAB FLOOR Material Brand Name Thickness (inches) . 'IMormW Reds== (R -Value) Width (inches) FOUNDATION WALL Material FIBERGLASS Thickness (inches) Declaration BrutdName CERTAINTEED `thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above Location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code, Genual t:ontractor (Builder) 3ijnarure and Title HAWKINS INDUSTKILS._INC. /SHASTA INSULATI and Title Lierme Nwnber Dam 650722 WM2 +tet, 'y" "q►. rc�-..�'w---�-�'.�,}r"�b� jrlr-"y „'""�`�.'.'`ha' i" ^z1L`-��'.(�'"`"`'. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE oLt s /-'�/2oic--�. PERMIT NO. Aroudineon indicates that the following violations of Butte County Ordinances exist at I e albs address and should be corrected. Please notify this office when correction of work is ces4plEM&0you have any questions pertaining to this matter, or need additional explanation, paBease a tVis office immediately. k Dube - J - 7 3 Inspector 14EV ow `` 'T�¢•�.: `i%s^'. n,.u.s-.ywe•Ns: «-�y�C.,ii�� ,a.4•^v:.. r`�:-'r..r._ .._..,-�ir�W'^�'.� �� ' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWN PERMIT NO_ A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cont ct this office immediately. � 4 f— Gd�i Gc n7 Date 6 ` / — 7' Inspector REV 11/91 N: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING E: UILDING PMT. # OWNER: /5 Is &Q PHONE: �j`'�O✓����L'��%� MAIL ADDRESS: �p ��� (� 4 / Z,`E V SITI PR( SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? 11. Is any portion of the proposed structure located closer than 20' to your front property line? 12. Do you plan to add a driveway or modify existing access to a county maintained road? 13. Will the proposed structure encroach within any recorded easement? CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? 15. Will this building be heated or cooled? 16. Will this building have a water closetttoilet? 17. Will this building have a sink? 18. Will this building have a water heater? 19. What type of floor covering will the building have? 20. What type of wall covering will the building have? Yes: No:y Yes: No: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) Yes: No: GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: tlNo: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: 3. Will items produced in this building be offered for sale? Yes: No: 4. Will the public have access to this building? Yes: No: 5. Will any advertising, on or off site, be associated with the use of -this building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a living area? ' Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? 11. Is any portion of the proposed structure located closer than 20' to your front property line? 12. Do you plan to add a driveway or modify existing access to a county maintained road? 13. Will the proposed structure encroach within any recorded easement? CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? 15. Will this building be heated or cooled? 16. Will this building have a water closetttoilet? 17. Will this building have a sink? 18. Will this building have a water heater? 19. What type of floor covering will the building have? 20. What type of wall covering will the building have? Yes: No:y Yes: No: Yes: No: Yes: No: Yes: No: �~ Yes: No: !� Yes: No: Yes: No: °� ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: Ut I AGGP'1(.WLV 07m11 SN '• I II FRONT ELEVATION NOTES POST SIZE 6X6 #2 HEM FIR PRESSURE TREATED FOOTING SIZE ❑ 18" DIA. X 3'-0" DEPTH FOOTING SIZE ■ 18" DIA. X 4'.-0" DEPTH SNOW LOAD 20 PSF WIND LOAD 75MPH 0 NO 0 C-25065 r 0 -, -25065 i ll ENEWAL �Q- DAiE F CAL\FO MAC -CO METAL BUILDINGS 24'X 48'X 12' AG STORAGE FOR IRIS & DORIS SOLIS 5406 HIGHWAY 162 OROVILLE, CA 95966 (530) 589-0399 - 48' 12' 12' 12' 12' 4 3'X618" WALK IN 2X6 DOOR S.S. DFL PURLINS 2' O/C 6 O C� O O: N 12" 3 T -VENT STRONGBACK 10X10 O.H. 4" CONCRETE DOOR FLOOR W/ n FIBERMESH 2 7 12X10 SLIDING (VD DOOR - PLAN VIEW n I /l '• I II FRONT ELEVATION NOTES POST SIZE 6X6 #2 HEM FIR PRESSURE TREATED FOOTING SIZE ❑ 18" DIA. X 3'-0" DEPTH FOOTING SIZE ■ 18" DIA. X 4'.-0" DEPTH SNOW LOAD 20 PSF WIND LOAD 75MPH 0 NO 0 C-25065 r 0 -, -25065 i ll ENEWAL �Q- DAiE F CAL\FO MAC -CO METAL BUILDINGS 24'X 48'X 12' AG STORAGE FOR IRIS & DORIS SOLIS 5406 HIGHWAY 162 OROVILLE, CA 95966 (530) 589-0399 MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 DESIGN CRITERIA ROOFLOADS D.L. = 2.5 PSF L.L. = Zo PSF T.L. = ZZs PSF Rev) S-ep JOB NAME SHEET NO. CALCULATED BY CHECKED BY SIZE Z11'xy9',02 OF 1 9�— 4,a DATE 7-y/.ip DATE WIND LOAD PER U.B.C. A DESIGN WIND SPEED MPH FI EXPOSURE FT. Cyn P = Ce Cq Qs I C-25065 I - Ce= ,cz Z i Z (P RENEWAL'T DATE Qs = � z � � 9�F OF C AL\FOQ` P z PSF SOILS ASSUME PSF MATERIAL BASE VALUES #2 DFL = Fb = 875 PSI SINGLE #1 DFL = Fb = 1000 PSI SINGLE S.S. DFL = Fb = 1450 PSI SINGLE POST (LAMI ATED)= Fb = 12 HEIS FIR W PSI E = 1,300,000 PSI POST (SaO SAWN )= Fb: 11 HEIS FIR 950 PSI E = 1.300,000 PSI POS1(SOIID SAWN = Fb = 12 HEI1 FIR 515 PSI E• = 1.100,000 PSI LOAD DURATION WIND = 1.6 (Fb ONLY) SNOW C-25065 +m— Z� RENEWAL Q' DATE OP CA0�_ MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 ReQ t s er>- JOB NAME Sou s SIZE zw'x APA) -z: SHEET N0. _ OF L� _ CALCULATED BY AA DATE �•i�-g� CHECKED BY DATE GIRT ANALYSIS BAY WIND LOAD PSF LOADING PER FT. o• PLF ALLOWABLE BENDING ( iUso ) (1.3) ( ) ( 1.15) (1.6) = 3988 PSI Mom = ( 2j.58 ) ( )L- ) 2 ( 12 ) + 8 = SReq'd = ( yw IN3 S = 2X6 FLAT = 2.06 IN S = 2X6 EDGE = 7.56 IN 3 USE 2X6 55 DFL 2'-0" ON CENTERS TRY FULL WALL SECTION 2 I ASSUME EAVE HEIGHT LOAD / FT. ( ._) ( ) = PL Mom=( )( )Z( ) + 8= SReq'd = ( ) + = IN i i 2X6 r USE S=7.56 + 2 6= 2 W3 R 2 FT. WALL S LOADING > 6 �� HAS OTHE j FLAT = fie R' IN3 T = L� Z� ' q �` I N 3 ATE QCI N 3 OF C USE 2X6 T -GIRT AT \\ W/ SINGLE 2X6 DFL GIRTS 2'-0" O/C NAILS IN WITHDRAWAL 16d NAIL ( 40 ) ( 1.33 ) = 53.2 X _ MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PURLIN DESIGN �GV1 S on , JOB NAME 50L-� s SHEE NO. -CALq—ULATED BY CHECKED BY Zo # SNOW ,LOAD iz'p 11 LOAD = ( 22. S ) ( z,,o ) = HS Fb=( ,tiro )(1.3) (1.15)( 1,15 ) _ S Req'd + 2y51 USE 2x& s s DFL zw" OIC END RAFTER DESIGN O S s3 7r,,►ss SPAN LOADING PSF SPACING km:( II II 1' ( 12 1: y S Req'd = + =_ S = = IN. SIZE OF A -A DATE 7 -2 -/Al DATE BAY ON CENTERS PLF 7-y PSI = 3,9 0 S = 2X6 EDGE = 7.56 IN. 3 IN' USE f DFL POST DESIGN - SOLID POST Fb = #1 HF = ( 950 ) ( 1.6) = 1520 PSI u C -25C SOLID POST Fb = #2 HF = ( 525 ) ( 1.6) = 840 PSI LAMINATED Fb = 2X6 #2 HF = ( 850 ) ( 1.3 ) ( 1.15 ) ( 1.6 ) = 2033 PSI Nj RENEW, LAMINATED Fb = 2X8 #2 HF = 850 ( ) ( 1.2 ) ( 1.15 ) ( 1.6 ) = 1876 PSI DATE �O/= CP WIND PRESSURE PSF BAY, EAVE HEIGHT W = ( /0,�9 ) ( is.o ) _ /25,5 PLF M = ( lzI; S ) ( iv ) ' ('12) . 8 .10 S Req'd = 27 972- ?y4 = 33.3 IN ' FOR LAMINATED POST USE PLY 2X #2 HEM FIR - S= IN' FOR SOLID POST USE HEM FIR ( ROUGH SAWN) - S= 34.0 IN I N. MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 FOOTING DESIGN JOB NAME :5 s SHEET NO. I OF CALCULATED BY 144 CHECKED BY SIZE Z'1 x yd x �Z r a -- DATE 9.21-11 DATE ►2 0 BAY, 2y'D"SPAN, EXPOSURE 3 -70 /MPH WIND SPEED, ZO # SNOW LOAD PSF SOIL, 1/2" MOVEMENT ALLOWED, CONDITIONS LOAD DURATION WIND 1.33 FOR BEARING ROOF LOAD = ( 2y ) ( i 2- ) ( 2 Z,S ) = 3 Z`fo A # 2 WALL LOAD = ►2 ( ) ( ►Y ) (2.5) = 3&0 #r C-25065 z TOTAL - 3 400 # -meq :A �h'EWAL DATE O� �0 CA1-�F� ASSUME 3 DEPTH ALLOW BEARING ( I soo ) ( 3,° - 1.0) (.20) + 1504> = Z/oy PSF PIER AREA REQ'D = ( 3600 ) = 1 .,7 I SQ. FT. Ziop PIER DIAMETER REQ'D = ►.� f = L 47 = 1 N DIA. X 3 A0 ) DE T 1 .785 M RC CHECK FOR WIND Oy P = ( .b2_ ) ( I.L ) ( ly.S ) ( ►,0 ) = lo.7q PSF C-25065q�r- NE M=j lo.7y ) - ) l ►z )' 8= 2330 Y1 .17 � � RENEWAL L S=(2) ( ISO ) ( 1.33) = 399 PSF'9T DATE Q. FOF CpL\F� DEPTH REQUIRED = ( 4.25) ( Z33o } = 2.S'f = 2)7" USE FOR kA2i�ltr - 18 DIAMETER X 3 �° h DEPTH .•oma o`t s LATERAL ANALYSIS I METHOD I.1 EXPOSURE 1 70 MPH WIND LOAD 1 LOAD DURATION FACTOR 1.33 WL = ( 41 ) ( y8 ) ( 10.79 ) = 2330 # 2 Cti l 2) lol # .F I b� 32_3 _ ,q PAF �• Ito ►,37 -� V S� g�.►t VQ � �JJ P4G 0 AR ti T y V IARC 2330 # C-25065 C-25065 RENEWAL DATE RENEWAL a�Q' DATE SHEARIFT. = 233 - (2f� I l �� I LF - OF CA�-�F ( 1.33 7 3 �Q. OF C F 1 L' USE Gw to8 = po PLF' 233 # SHEARIFT. LF = I64 PL 1.33 F IL USE PLF ..._....._ 2y' IIA Table Allowable End -Wall Shear. Values for 12 and 20 ft. construction details for end -wall dia Building Heights, Section 6.0 g;,•� . P�$m construct ons Q-1 through Q_5. End -Wall own e n - a ear trengt Construction 12 h. 20 ft. 1 Ceiling. Ceiling Q2 _ 170 165 Q3. 19b - 190 Q4 330'.: 340 Q5 S15 570 The allowable ead-wail shear capacityis given by where ' SC a W R (3) W . is the width of the buildin DW is the door (or opening) g is feet (Figaro 1) g) widthe feet (Figure I), or.the distance between end -wall structural Posts of door widths, surrounding the door, whichever is greater. If more than one door is installed, DW is a total is the allowable end -wall shear strength in lb's/ft from Table 1. Note: See Section 4,0 0 C�—�2�506g5� RENEWAL �@ DA7 E ®F C A1-�FO 3 MAC-CO METAL BUILDINGS SHEET NO._, . -------------- ....... 6183 Meister Way OF ---------- CALCULATED 8 ANDERSON, CA 96007 DATE (916) 365-1403 CHECKED BY DATE — SCALE .. ........ ............. ............. ............. ............. 6.0 Powery consfivedons ..........................._......E.._..._...........:...._ Thin -28 diAP11mgms INW wed 11he 26 at 29 top Powayand profile MOU&CI by Al Building Producta, b addidon go an specilic teqWmnmb for cwh con*wdon Q, umaa Mroush QS 106.1 . .. ....... .... .. . ..... ......... .. .. ... ..... ............. .... ....... ................... .............. ............. .. . ........ ..... ........ . ........... . .... ................. . .............. through given .............. 6-5- fcq"VelY. thil OW -211 disphraps 9,1 k" have #pI npk__U as follawc .. .......... ......... .... ... .... .... . ........... ..... . ....... 9) splash baud Is 2 z I or larger and from lumber Otoup, H or I (Sao Appendix; A). b) Mw splash baud la &UwhW 10 each ald-w&ll POd with wvcn CI) 20d double ho dipped jalvanized, .......... .. ............. ............. ............. ............. ............ ............. ............ . ............. ............. ............ ............. . ............. ............. ............. ............. threaded and hardened njilL U200I providtiprabored balm in oplub board to prevent gplitanS. 716 cOld-10211 &A*qm Is attached dlmcdy toms trop op eh6d, pull length dw aheeb (from .... .. . ... ............. . ............ splash board to hum top chord) am nI ............ ............. ............ .............. . ............. d) The diaphragm condmIdlona Ql fimoth Q5 Am fidebOd to Me splash board and ft= 11cp cbord'with 112:•1 .............. 4 ............. .............. ............ .............. 519 1& acrOI POV 040 SPEX ivillb ULTRA Sal Coatins, EPDM rubber cc 9/1610. At, ............. ....... ...... ... i i i . ........................ . ............. i.......... 040 921YAM12011 washer distributed by Md Cud Fasteners and Clomm). no both sides Of 111110409 HU (See Figure 4 At all IntermaI ....... ............. ......€............ .... ..... ........ ........ .. ........ .... . ............ I ............. ............. ............. SW go "con.,am are required an one die of Me m4or ribs (Sao Figure 2). I ............. 6) Ohl lumber is from lumber croup M. 11. of I (See Appendix A). ..... ...... ............. ..... ........... .. ................. ............. . .......... . ....... .... ........ ... ..................... ..... 9 Moisture Ocalcot of 91A lumber mud oa exceed 1991 zg dw of installation. 9) Olins(2 x 4 or lager) are attached filtwin vAth f" 204 threaded and hardened calb at each .... ...... ...... ..... ............. . ........... ........... . locallolL post . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .. .... .. ............. h) Ali sled Is 29 puP POI UOI for Cudnxd= Q-4 ......._........._.._....._._........._...i......... :dW uses 25 San&* PowI ... .. ... . .. ........ . . .... ...... .......... . ........... . ....... ... AJI ............. ............. ------- 5 50l r 1 ILI2 -4 ....... . ... ........... . and ? ..... . ...... ............ 1b5 . .......... ............. RENEWAt-----� bAT ATEi :0rc \Y Ad CAL Figaro L Futenw Patlens for Splash Board, 7yuss Top Chord, and iLate mediate Girts., OF. .0 .......... .......... ... . ........ ............ 6.1 Coast wdon Q.1 1n Addition to the requirements Of 6-0. do SM Rld, s is 36 In. or lea oni-centa. ......... .... . ........... ............. ............. . ............. * 6.2 Cauuruedon Q.2 ....... ...... ............. ............. .............. .............. In Addidon go do Mulmmob of 6-0, 812 x 112 izL flitch =mg, hex head with neoprene washer, 8 in. on -center, are required. Ohu aro 36 in. or len on -center. . ........... ............. . ............. .......... ... 6.3 Construction Q-3 .............. TA addition to On kulnmed of 6.6. nix 14 IL ditch ............ .... ...... .. . ........ .... ....... wmvA4 hex head with wLshm, q.in. qncenter am nal;vd. In" 2 x 4 blocking an do a4wo posu whom dw and -wall sodd cladding ands (a ddvw&M and .............. ..... ....... . I door ftow) and,frAeo dad 9q blocking wM'#* =1 SA in. screwsC Oilp S g hL an 91 ..... ...... -6Wcr. ockin ...... ..... cwA48A WAIM dwalt in. from block" Otrb an 36 hs. a lea memtei. . ........... .......... .. .......... . ......... ... . .. . ........ i 6.4 COnshmetion Q4 . ......... ............. ............. ............. ....... ..... In addidOR to dw 10141mcab of 6.0.26 page Powerpecal 1, required with stitching I hL on -center. #12- x hea head lid' a -PIM VI L -fall 2 z 4 blocking On me =I pods vbere . ..... . ... ........am end -wall Olow ................. _...m...._.__.daddl*S cob (at aldwalls at dam faces) ad Won doel to blocking wl& 012 x 1 $18 In. verm 0)OcP orip SPE)Q I hL OQI Blocking lumber Is from Group a a. or 1 (S40 Appendix A). ladall blocking with am . .... .... ............ ............. ............ ............. 20d threaded and hardened un, cub 04 gd Im than I hL from block ends. Olru are 36 lo. or Ian on -center. . . ........ ............. .. .......... ............. ............ . 6.S Ckndnxdoa Q-5 In Addition to do requitexamb of 6.0,112 fe. C9X plywood la required. Indall 2 x 4 blociclaS an the and- ........... ............. ................ ..... ............. . ............. ....... .... ... ......... ............ . . .......... .......... .......... : ........ .... ............. . ..... ....... ....... ..... . ........... ...... ..... . . .... ........ .......... . ...... ...... ... ....... . ........... . ............ .... ........ .. .......... . ............. ........... ........ .... . ..... .............. .. ... ....... ............ ............. . ......... .......... . .. . . ......... ............. . . ....... ...... . ......... ....... .......... ......... . .. . . ............. . ........... .... ...... ...... .......... ............ . ......... t %" _ + AUG 21 1998 BUTTE COUNTY BUILDING DIVISION 12EVi 2 CD /N 7-4h S CJW C NowompopEp- INN FRONT ELEVATION NOTES POST SIZE 6X6 #2 HEM FIR PRESSURE TREATED FOOTING SIZE ❑ 18" DIA. X 3'-0" DEPTH FOOTING SIZE ■ 18" DIA. X 4'-0" DEPTH SNOW LOAD 20 PSF WIND LOAD 75MPH •, MAC -CO METAL BUILDINGS 24'X 48'X 12' AG STORAGE FOR IRIS & DORIS SOLIS 5406 HIGHWAY 162 OROVILLE, CA 95966 (530) 589-0399 48' 12' 12' 12' 12' O 31X61811 5 cT `WALK IN 2X6 � - - DOOR S.S. DFL PURLINS 2' O/C O O O: N O12" T -VENT STRONGBACK 10X10 O.H. DOOR e 4" CONCRETE FLOOR W/ FIBERMESH 12X10 SLIDING DOOR PLAN VIEW I - -A 2 CD /N 7-4h S CJW C NowompopEp- INN FRONT ELEVATION NOTES POST SIZE 6X6 #2 HEM FIR PRESSURE TREATED FOOTING SIZE ❑ 18" DIA. X 3'-0" DEPTH FOOTING SIZE ■ 18" DIA. X 4'-0" DEPTH SNOW LOAD 20 PSF WIND LOAD 75MPH •, MAC -CO METAL BUILDINGS 24'X 48'X 12' AG STORAGE FOR IRIS & DORIS SOLIS 5406 HIGHWAY 162 OROVILLE, CA 95966 (530) 589-0399 MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 9600.7 (916) 365-1403 DESIGN CRITERIA ROOFLOADS D.L. = 2.5 PSF - L.L. = Zo PSF T.L. = zzs PSF - WIND LOAD PER U.B.C. 2,ernsvp . JOB NAME SHEET S6L/1 s SHEET N0. CALCULATED BY CHECKED BY SIZE 7-y',yyJP',rl2! O F I 9�— AA DATE . 7-71-1p DATE DESIGN WIND SPEED MPH EXPOSURE FT. P=Ce Cg Qs I Ce = . �v Cq Qs= �Z P PSF SOILS ASSUME yS°'� . PSF MATERIAL BASE VALUES tc Z #2 DFL = Fb = 875 PSI SINGLE C-,,2 o 5 . #1 DFL = Fb = 1000 PSI SINGLE A RENEWAL S.S. DFL = Fb = 1450 PSI SINGLE"9T 0 E e� F OF O AL\Fn POST (LAMIRATED) = Fb = 12 HEM FIR 850 PSI E = 1.300.000 PSI POST ( SOLID SAWN) = Fb: I1 HEM FIR 950 PSI E = 000,000 PSI POST ( SOLID SAWN)= Fb = 12 HEM FIR 525 PSI E = 1.100.000 PSI LOAD DURATION WIND = 1.6 (Fb ONLY) SNOW ._ 1.1S_ 9 MAC -CO METAL BUILDINGS JOB NAME Soy s SIZE'x 6183 Meister Way . ANDERSON, CA 96007 SHEET N0. OF (916) 365-1403 CALCULATED BY AA DATE '741-51 CHECKED BY DATE GIRT ANALYSIS ��'o" BAY WIND LOAD = elo;"7y PSF LOADING PER FT. _ ( /0;75 ) ( Z.A ) = zi:s� fb Cr PLF ALLOWABLE BENDING ( iyso ) ( 1.3) ( #,o ) ( 1.15) ( 1.6)'-= 3988 PSI Mom 12 )i8= 414. t. "# SReq'd IN3 S = 2X6 FLAT = 2.06 IN3 S = 2X6 EDGE = 7.56 IN 3 / --� USE 2X6 � DFL 2'-0" ON CENTERS ✓ TRY FULL WALL SECTION 12 - ASSUME LOAD / FT. ( ) Mom=( )( SReq'd = ( ) + EAVE HEIGHT ) 2 ) + 8 = n K 2X6 _ USE' S = 7.56 + 2.06 = 9.62 IN 3 FT. WALL SECTION LOADING —� 2 X HAS OTHER GIRTS 6 FLAT = X 2.06 = IN TOTAL = IN 3 > IN 3 > USE 2X6 T -GIRT AT NAILS IN WITHDRAWAL W/ SINGLE 2X6 DFL GIRTS 2'-0" O/C 16d NAIL ( 40 ) ( 1.33 ) = 53.2 X _ 2 = MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PURLIN DESIGN �rev t5 D JOB NAME 5e-1 s SIZE SHEET NO. OF I CALCULATED BY A -A DATE 7-2-1-58 CHECKED BY DATE 2-o # SNOW LOAD )ZiaV LOAD Fb=( iyso -)(1.3)(1'.15)( h ) _ mm: I tis I I �-1' ( 12 I , 8 : 5'72-0 y S Req'd + 2119 Z USE 2x4 ss DFL Zy'.O/C END RAFTER DESIGN 0 S E TMvic SPAN LOADING PSF SPACING Mn:( ) ( H )' ( 12 N: Y S Req'd = + (( ) BAY a'o PLF ?-Y9 L 3.9 0 S = 2X6 EDGE -- 7.56 IN. ON CENTERS PSI S= = USE I DFL POST DESIGN SOLID POST Fb = #1 HF = ( 950 ) ( 1.6) = 1520,PSI rop SOLID POST Fb = #2 HF = ( 525 ) ( 1.6) = 840 PSI LAMINATED Fb = 2X6 #2 HF = ( 850 ) ( 1.3 ) ( 1.15)( 1.6)= 2033 PSI LAMINATED Fb = 2X8 #2 HF = ( 850 ) ( 1.2 ) ( 1.15 ) ( 1.6 ) = 1876 PSI WIND PRESSURE PSF 12-'o BAY, 17, 99 `' SAVE HEIGHT W = ( /0,�9 ) ( is,o ) _ �Z9cS PLF M=( II29,S) ( 1X- )' ( 12)•8= :7791Z V S Req'd = ' 2i 9,iY - 8yo _ 133.3 IN ' FOR LAMINATED POST USE PLY 2X #2 HEM FIR - S= IN' FOR SOLID POST USE 0 Z HEM FIR ( ROUGH SAWN). S= 3G.G IN � %•°" IN' IN.' -p_'>vvvs6 - MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 JOB NAME :56 s SHEET NO. 10 OF CALCULATED BY .44 CHECKED BY SIZE Zgxydxli tI.)-- DATE ?-z►-sd „DATE FOOTING DESIGN IZ�OBAY, 2y'D"SPAN, EXPOSURE 3 %D MPH WIND SPEED, ZO # SNOW LOAD ISOs PSF SOIL, 1/2" MOVEMENT ALLOWED, CONDITIONS LOAD DURATION WIND 1.33 FOR BEARING / ROOF LOAD = ( 24 ) ( i Z ) ( 2 2.S ) = 3 Z' / # 2 WALL LOAD = ( 17, ) (,y ) (2.5) = 3&0 # TOTAL 3 &60 ## ASSUME 3�0 DEPTH ALLOW BEARING ( 1.0) (.20) + 1 Soo = Zioo PIER AREA REQ'D = ( 7600 ) = I,'7 1 SQ. FT. Zoo -a C-25065 ;DATE �:d\ AL 0 CAI PSF PIER DIAMETER REQ'D = 1.7) = 1,4j = 18" DIA. X 3 10 DEPTH 1 .785 M''j CHECK FOR WIND P = ( ,b2 ) ( . 1,2. ) ( )y•S, M = ( /o.,7y ) ( 1-A- ) ( 0Z )' + 8 S=(2) ( ►SO ) (1.33) = 39g PSF DEPTH REQUIRED = ( 4.25) USE FOR hktI-\I /8H DIAMETER X , PSF H 2:5 = 2 7 3 DEPTH ' IZ�v � S� :so" s Table 1.Allowable End -Wall Shear Values for 12 and 20 ft. Builth construction details for end -wall diaphragmHeights. Section 6.0 gis•es constructions Q-1 through Q_5, End -Wall Sear trengt ( s/ft) Construction 12 h• 20 ft. I Ceiling Ceiling Q2 - 170• 165 Q3 19b - 190 Qd ` .330'.: ` 340 Q5 515 . ._ ... 570 , The allowable end -wall shear capacity is given by SC a. (w. R (3) where W is the width of the building in feet DW is the door (oro � (Figure 1) Ping) width in.feet (Figur+e:l), or. the distance between end -wall structural posts surrounding the door, whichever is greater. If more than one door is installed DW is the of door widths. W R is the allowable end -wall shear strength in lb's%ft from Table 1. Note: See Section 4.0 \ D At?_G_ F -figure I. End wall showing doge ° nS'gable-estd hvn and Posts. 3 AV J, 065 SAL �e- �L�FOQ� MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 JOB SHEET NO. OF - CALCULATED BY ------ DATE CHECKED BY SCALE ............. ............. .............. 6.0 Powern IAI)hrtrm Constnwi ons ............. . . ............. ............. The -d-*a dl&pk&gw k" used the 26 cc 29 gauge Pvft'WM profile Ufa by Al man ctured umax Building Products. In addition to an #pod& r*TAM=CU for ew h through QS given in 6.1 ............. ........................... through 6-S- -P-tive!Y. W end -wall diaphragm systems tested have special requirementsas fou ma: ..... . ................................ at a) Splash board Is 2 x a larger and from lumber Croup H or I (Sao Appendix A). .. b) The splash board is attached to each 0W.W&H pod with seven (7) 20d doable bdZpped galvanized ............. ............. ............. thm'"andrden nails. if "cosavY, Pro"A&FIb011d holes In splash board to prevent splitting. C) "Ths end-Wl diaphragm Is attached directly W me tarn top chord, pull length steel &.,b (fromsplash board to truss top chord) are ro4drod. ............. ............. : ............... d) MW diafl-gm cm*-dO= Q1 through QS am tsdaned to the splash board Rd trust top chordwith .............. ............. .............. 112: 1 518 In. screws. (Deep Orio SpEX withULTRA Sea dumeta Coating, EPDM tubber an 9116 in. 0-90 galvanized washer distributed by Bad Coad Futcom and Clowns), an both aid= of the major ribs (Sao Figure 2). At all t.gamodl.t. ............. . ............. ............. slits the samo.scrpwa am tcPhod an one sida of the msior ribs (Sao Figure 2), 0) Ohl lumber is from lumber Croup M, 11, ............. ............. ............. or I (Sao Appendix A). 9 Moisture content of girt lumber must not exceed 1991 at time of installation. 9) Girts (2 x 4 or larger) are attached flttwi- with two 20d threaded and hardened calls at each post ............. .............. ............ . location. b) All steel is 29 gauge powcqmel 'Pt for Construction Q-4 that uses 26 gauge Powerpmel. ............. ............. ............ ............. ............. ............ and Truss TW All Girts lVI P" Figure L Fastener MUM for Splash Board, Truss Top Chard, and hatmedlate'GirtL :C A C ............. ............. 6.1 Construction Q-1 In addition to the requirements of 6.0, the girt sparing Is 36 in. or lea omenta. . ............. ............. 6.2 Construction Q-2 .............. In addition to the ............. twiniteMmts of 6.0. 112 X 1t2 In. stitch serous, hem head with neoprene washer, 8 in. on-teater. are required. Oirts are 36 in. at less on-caaa. ............ . ............. 6.3 Ckmstruction Q4 In addition the i*Tk=QW of 6.0, glix liti hL stl9chectowi. hex head with .. ....................... ..th washers. 4.in. qn-center am M qu4v& Install 2 z 4 blocking an do end-vall pods whore do and -wall metal cladding =6 at sidawalls and door f&=5 and -fad= steel tq Mocking WW* I 15/3 In. Strows (I ............. ............. . �aq qdp SPMA I hL 00-6enter. Blocking lumber Is from OrM b4 11. or I (So Appen�x N. Install VocILS with ons 20d threaded md hardened'siall, cub end, not less than 2 In. from block ends. OW ate 36 in, Of lea on-contor. DATE 6.4 Construction Q4 ............. .............. ............. . ............ ............. 10 addition to the nVirements of 6.0, 26 rmp Powerpand is required with stitching 8 fiL on -center, 012- x 112 in. hex head with neoprenevadw. Lufall 2 :4 blocking an do end -wall posts where end -wall mew .... ........ .... ....... ........ __cladding ends (at lldcwdb Of door 6001) And ft" steel to blocking with 112 a 1518 In. screws Drip SPM 11L =-G=W- Blocking lumber Is ham 0909 M. IL of I (See Appendix A). Install blockin(Deepg with one ............. ............. ............. . ............. 20d threaded and hardened call, each end, ad less than 2 in. from block WWL Girts an 36 In. or lea ion-oceter. .......... L . ............ . 6.5 Construction QS ........... ............. vwood is required. 12#4 2 14 blocking an do on& In Addition, to the requirements of 6.0, In IL CDX PL .. .... . ...... ............. ............. ............. . .... . ........... ............. . ..... ..... . ........ ... ...... ... r ... ..... .. ............. .......... .. ............. ............. ............. ..................... ... .. . .. . .. . .. ........ .. ........ .... ....... . ... ............ ............. . ....... ............. . ........................... ....... . ......... . . ........... ............. ... . ...... . ....... .... . . ......... r ........... I- .............. 1 ..... ........ ....... ..... . ........... ............ . .. . ......... . .... .. ........ ........... . ..... ...... ... ....... .. ..... .. .. ............. . .......... ............ . . ...... . . ..... ............. ...... ... ... ....... �-t -1-0 DECEIVED AUG 21 1998 BUTTE COUNTY BUILDING DIVISION September 24, 1998 Mac -Co Metal Buildings 6183 Meister Way i Anderson, CA. 96007- Iris 6007 Iris and Doris Solis Assessor Parcel Number: 072-050-032 Building Permit Number: 98-1735 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced revised building plans were reviewed again by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Sheet 5 of 18 could not be located in the fax on 9-23-98. 2. All other pages have been reviewed and comments have been made in red on the building plans. Please review these pages, make changes and return the set of plans that have been marked. The building plans must be stamped and signed by a California licensed architect or engineer. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Michael Mooney Engineer 1 FROM : Mac -Co Metal Bldgs. ■' ENGINEERED POST FRAME BUILDINGS PHONE NO. ; 5303651403 Sep. 18 1998 11:26AM P1 METAL BUILDINGS GARAGES ./ SHOPS /. R_b STORAGE / EQUIPMENT / STORAGE / BARNS . e`t September 2, 1998 Iris and Doris Solis 5406 Oro Quincy Hwy Droville CA. 95966 �uiie .County LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 5384601 FAX: (530) 538-7785 Re: Your letter received August 17, -1998, requesting consideration of a Zoning Code Amendment. Dear Mr. and Mrs. Solis: This letter is a follow-up to our conversation at the Development Services Department last week and to confirm what took place relative to the proposed construction of a metal storage building on your property zoned C-1 (Light Commercial) located on APN: 72-050-032. The Planning Division is not prohibiting you from constructing a storage building on your property. The Building Division is requesting that additional engineering calculations be performed for the type of metal building submitted. The Planning and Building Divisions are not requesting additional calculations because the property is zoned C-1. Our department is only reacting to the type of metal building you submitted, which requires further engineering. We regret the confusion you have experienced due to the proposed metal building. It is my. understanding that you do not wish to pursue the Zoning Code amendment as discussed and requested in your letter of August 17, 1998 (copy attached). Thank you for meeting with me regarding your building permit application. I appreciate your patience in this matter and I am glad we able to come to a resolution of your problem. Should there be any further concerns, please contact me at your earliest convenience. Sincerely, David A. Doody Principal Planner /dad cc: Tom Parilo Mike Vieira L/ K:\SOLIS.LTR Planning Division AUG 171998 FROM Mac -Co Metal Bld9s. PHONE NO. 5303651403 Sep. 30 1998 04:24PM P23 — 48• _b4 WALK IN 2x6 DOOR S.S. DFL PURLINS = _ 2' OIC RL 12" T -VENT . 1DOOR O.H. I I I I FLOOR W/ F BER SHE 12 3 PLAN VIEW STRONGBACK 'CV 12X10 SLIDING DOOR COLORED. STEEL. ROOFINO & SIDING ' . FRONT ELEVATION NOTES POST SIZE 6X6 #2 HEM FIR PRESSURETREATED ALLFOOTINGS ARE 18" DIA. X T-0" DEEP SNOW LOAD 20 PSF WIND LOAD 75 MPH MAC -CO METAL BUILDINGS 24' X 48' X 12' AG.STORAGE FOR IRIS & DORIS SOLIS.. . 5406 HIGHWAY 162. OROVILLE, CA 95966'... 530 589-0399. HP Miceiet ' Personal Printer/Fax/Copier Identification 5303651403 1.3.0 2.8 i Fax Log Report Sep -07-00 09:04 PM Result Pam Type Date Time Duration Diagnostic Eiroi 25 Received Sep -07 04:58A 00:14:13 041101430000419 on page 25 a FROM : Mac -Co Metal Bldgs PHONE NO. : 5303651403 9mb Sep. 30 1998 04:25PM P25 I FOUNDATION PLAN 6X6 #2 HEM FIR P.T. POST ROUGH SAWN 2-2X6 P.T. SIORT BOARD FROM : Mac -Co Metal Bldgs. PHONE NO. 5303651403 REAR ELEVATION RIGHT SIDEWALL ELEVATION LEFT SIDEWALL ELEVATION Sep. 30 1998 04:24PM P24 FROM : Mac -Co Metal Bldgs. 2X6 S.S. DFL GIRT PHONE NO. 5303651403 IWA 2-2X6 HEM FIR P.T. SKIRT BOARD 2%GRADE 5' ALL-AROUND THE BUILDING _��ili_rn-ul ��=liriirrI iii uiir n m ���m mru Iu : o Oct. 01 1998 10:55AM PS 2X12 DOOR HEADER NAILED W/ 3-16d COMMON NAILS EACH END (TOENAILED) 6d COMMON JAILS 12" O/C C6 S.S. DFL HEADER 6X6 #2 HEM FIR P.T. POST 3 DOOR NERD DETAiL• 6X6 #2 HEM FIR P.T. POST ROUGH SAWN 4" CONCRETE SLAB FLOOR ° GRANULAR LEVELING COURSE n1=111=IOalli= —rirnl—al= USE MIN. 20-20d COMMON I}I�UI:=01= IA In III— GALVANIZED. NAILS �In IN POST TO CONCRETE b — /U�/S�E�MIIN�.(2�500 P.S.I. 74 4 FROM : Mac -Co Metal Bldgs. PHONE NO. 5303651403 ' q8 SIMPSON LU -26 HANGERS-TYP. EACH END '1 2X6 CONT. BLK. NAIL W/ 16d Cq @ 1' 0/C o�l o� Oct. 01 1998 10:55AM P6 MANUF. TRUSSES J L 2X6 S.S. DFL ENGINEERED BY PURLIN MANUFACTURER 2' OIC • 5 PURLIN DETAIL STRONGBACK DETAIL 2X4 TRACK BRACING i(,,►�� NAILED TO 2X12 @ 1- O.C. & 1/4". LAG BOL 16" O.C. llie -Aial 2X12 DOOR HEADER NAILED W/ 6-16d EACH END C -PA MOI NMts P.T. POST SLIDING DOOR HEADER DETAIL \i C-25065rn Nj RENEV1�aL �Q Dl4TE Q� OF C Al -QFC. BUTTE -COUNT 19U&DftM'ARTMEW APPROV80 'MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 DESIGN CRITERIA ROOFLOADS D.L. = 2.5 PSF JOB _NAME .5- s SHEET N0. CALCULATED BY CHECKED BY SIZE Zy',yyf r i OF rz;�' 4,a DATE DATE L.L. = 20 PSF PSF T.L. = ZZ WIND LOAD PER U.B.C. 6t7 DESIGN WIND SPEED MPH EXPOSURE FT. P=Ce Cg Qs I } Cq = /' z 0 Qs= 12-41 P=( z PSF SOILS ASSUME /5,00 PSF MATERIAL BASE VALUES #2 DFL = Fb = .875 PSI SINGLE #1 DFL = Fb = 1000 PSI SINGLE S.S. DFL = Fb = 1450 PSI SINGLE POST ( LAMINATED) = Fb = 12 HEM FIR W PSI E 1.300.000 PSI POST ( SOLID SAWN) = Fb = 11 HEM FIR 950 PSI E 1.300,000 PSI POST ( SOLID SAWN) = Fb = 12 HEM FIR 525 PSI E = 1.100,000 PSI LOAD DURATION WIND = 1,6 ( Fb ONLY) SNOW = /. /S C t t5 - C -2,5065 C-25065 RENEWAL Q. i 9F eAT . � OF C AL\FU MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 JOB NAME Soy.s SIZE Z� 'x 4t Aii SHEET NO. •_7� OF !!l _ CALCULATED BY AA DATE TZI-11 CHECKED BY DATE GIRT ANALYSIS BAY WIND LOAD = 4, 37 PSF a y3� LOADING PER FT. _ ( ej. 3� ) ( 2-0 PLF ALLOWABLE BENDING ( /os7o ) ( 1.3 ) ( 1.15) (1.6) = 3483' PSI Mom=( )8..7v )( . L )Z( 12 ) 8= V SReq'd = ( yo�f9 ) + 388 . = i.oy IN3 S = 2X6 FLAT = 2.06 IN3 S = 2X6 EDGE = 7.56 IN 3 USE 2X6 55 DFL 2'-0" ON CENTERS A TRY FULL WALL SECTION ASSUME EAVE HEIGHT y LOAD'/ FT. ( ) (� ) - PL -, C-25065 , Mom=( )( �� )Z( ) + 8= (p, , SReq'd ( ) + = IN qTDATE F� � OF C AL�FO 2X6 j USE S = 7.56 + ' 2.06 = 9 62 IN 3 LOADING > X 6 - > USE 2X6 T -GIRT AT HAS FLAT = NAILS IN WITHDRAWAL. 2 16d NAIL ( 40 ) ( 1.33) = 53.2 X FT. WALL SECTION OTHER GIRTS X 2.06 = IN3 TOTAL = IN3 > IN 3 W/ SINGLE 2X6 DFL GIRTS 2'-0" O/C i IAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PURLIN DESIGN JOB NAME 56L-1 s .SHEET NO. ? OF CA_ LCULATED BY •+A CHECKED BY SIZE DATE 7 -2 -/Al DATE 20 -# SNOW LOAD /21/c, k. BAY x'04 ON CENTERS LOAD =, ( 2t. S ) ( 2. o ) = HS PLF Fb=( ,L40 )(1.3) (1.15PSI km: I tis II 12 a= 572.0 1 S Req'd = 1-72.o z-YgZ IN S = 2X6 EDGE -- 7.56 IN. USE i x, 55 DFL ZY0 0/C END RAFTER DESIGN • u S 67 Trt-►sc SPAN LOADING PSF SPACING 12 Iib= y SReq'd= +(( )( )( S- USE f DFL POST DESIGN SOLID POST Fb = #1 HF = ( 950 ) ( 1.6 ) = 1520 PSI a C -25C SOLID POST Fb = #2 HF -( 525 ) ( 1.6 ) = 840 PSI 7 - LAMINATED Fb = 2X6 #2 HF; ( 850 ) ( 1.3 ) ( 1.15 ) ( 1.6 ) = 2033 PSI Nj RENEW DATE LAMINATED Fb = 2X8 #2 HF = ( 850 ) ( 1.2 ) ( 1.15 ) ( 1.6 ) = 1876 PSI y��OF CF WIND PRESSURE 9.37 PSF 2'0 " BAY EAVE HEIGHT W = ( 5,3� ) ( ii.o ) _ //2.�f PLF P14 „1i1,v ).( if )' ( 12)'8= 2li2'79 "# S Req'd = Sgo9 yyo = zS.y IN ' FOR LAMINATED POST USE PLY 2X #2 HEM FIR - S= IN' FOR SOLID POST USE HEM FIR ( ROUGH SAWN) - S= 3G.o IN ' ; ""- IN.' 1 MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 POST TO TRUSS CONNECTION JOB NAME Sou s SIZE ZyX�Pic,z.' SHEET NO. __. . _-_ OF CALCULATED BY AA, DATE -7-41 -5 x CHECKED BY DATE DESIGN FOR Zg' o" SPAN, 12 0" BAYS, ?.fl # SNOW LOAD VALUE FOR 3/4" 0 BOLTS, DOUBLE SHEAR 3" IN MAIN MEMBER PERPENDICULAR TO GRAIN = ( 1130) ( 1.15) =-1299# PARALLEL TO GRAIN = ( 2190) ( 1.15) = 2518# VALUE FOR 16d COMMON NAIL = ( 122) ( 1.15 ) = 140 # m LOAD ( 2 ) ( 12-) ( 22.5 ) = 3z�fo # 2 C-25065 r- o� �j RENEWAL / a�Q' CONNECTORS '9T DATE Q. F Or CAL\FO 3/4" BOLT(S) AT TRUSS = 12,15 # 3/4" BOLT(S) AT BLOCK = # = 3539 16d NAILS USE N NAILS IN TRUSS HEEL AND NAILS IN BLOCK ON EACH SIDE OF POST qt Ll TYPICAL END -muss CONNECTION LOAD =P( Z )( Z Z ) ( • Z2.S )= IG7.0 # TOTAL 16d NAILS REQUIRED = + 140 = USE 40 NAILS AT RAFTER TO POST = ( G ) ( Igo) USE NAILS IN BLOCK = ( ) ( ) USC --L_ 39 CAgAi n 6E a -w.. 1.4Tn.'Js s ( I ) C I NAILS = 8y� # 12 5'j TOTAL Z /3 9 # ENDWALL RAFTER & ALTERNATE END RAFTER CONNECTION LOAD =P # 2 TOTAL 16d NAILS REQUIRED = - USE NAILS AT RAFTER TO POST = USE NAILS IN BLOCK = ( ) :.w- + 140 = = NAILS ' TOTAL # MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 JOB NAME 50LI s SHEET NO. 10 OF CALCULATED BY A4 CHECKED BY SIZE 2,q X yd)( q! r a - DATE 7 2► -9d DATE FOOTING DESIGN ' ►2'0" BAY 2y'D"SPAN, EXPOSURE 3 7o MPH WIND SPEED, ZO # SNOW LOAD )Soo PSF SOIL, 1/2" MOVEMENT ALLOWED, CONDITIONS LOAD DURATION WIND 1.33 - 1 FOR BEARING ROOF LOAD = ( zN 2 WALL LOAD = ( 13, ) ( ly ) (2,5) = 3&0 # TOTAL 3 a co 32'yo - # -, C-25065 z--�,, - # (p .2;6,, FtENEWAL DATE ASSUME 3DEPTH 10 � �QF CAuF� ALLOW BEARING ( I Soo ) ( 3.0 - 1.0) (.20) + 1500 = 2/00 PSF • h PIER AREA REQ'D 1 , ,7 I SQ. FT. 21op PIER DIAMETER REQ'D = 1,7) = Ly7 = 18 DIA. X 3'0'* DEPTH .785 M'.1 CHECK FOR WIND P = ( ,Ie2 ) ( I.Z ) ( 12, t. ) ( I, o ) = q, 37 PSF M=( Q, 31 ) ( 11. ) ( I Z )' 8= 2,02-,/ 1 S=(2) ( ►SO ) (1.33) _ 395 PSF DEPTH REQUIRED = ( 4.25) ( 2o2y/ ) = 2. y = USE FOR kE i. 16,— DIAMETER X 310 h 30 DEPTH LATERAL ANALYSIS I METHOD I /EXPOSURE 1 MPH WIND LOAD 1 LOAD DURATION FACTOR 1.33 WP PSF WL = ( q ) ( y8 ) ( 'S. 3'i ) = uz� # 2 oil z -r 1 b► 3b V S< Q�vJ1OQ = IJJ PI.,G 0 AFS ti T y v 2oLj� # .-, C-25065 RENEWAL DATE F OF\F CAE. 1fLF i SHEARIFT. _ ( _ = G 3 (l 13 I b' USE Gw io8 = i o0 PLF # j SHEARIFT. _ Y) ' 11 11 LF I/Y PLF = ► 1.33 IL 1 ' USE EK► I I _ ISS PLF • . ok. Zq QUAN TYPE SPAN P1 -Hl OVERHANGS'JOB MARK .5D $O 230900 3 0 o MAC CO. YOMA DK IX4 11 Sl 20G-ROBB•HS-8x14 =` TC 11-10-08 11 -10 -OB BCi 23-09-00 .23-09-00 UniStar -- Version 39.7.3 PLATING CONFORMS TO UBC NOTES: RUN DATE: 8-29-97 (ICBG) APPROVAL 44994 1. TRUSSES MANUFACTURED BY - NAIL VALUE FOR GREEN D.F.L. SYSTEMS PLUS ANDERSON,CA. CSI ' SIZE LUMBER FB PLATES - 20 GAUGE ROBBINS 2. ANALYSIS CONFORMS TO TOP 0.74 2X 8 DFL -41B 1360 GRIPPING 276-233 PSI PER PAIR UBC (TPI -85 4 NDS -91). BTM 0.64 2X 6 DFL -SS 1885 INCLUDES 15.0% INCREASE 3. TRUSS IS DESIGNED FOR WBS 0.95 2X 4 DFL -STAN 550 TENSION 1165- 480 PLI PER PAIR NO CEILING LOAD. EXCEPTIONS: SHEAR 744- 458 PLI PER PAIR 4. PREVENT TRUSS ROTATION AT G -E 2X 6 LFL -41 1300 ALL BEARING LOCATIONS. E -H SAME AS G -E JT TYPE PLATE SIZE X Y LUMBER STRESS INCREASE: 15.Ot A 2001 6.00 X20.00 16.0 5:5 B 3001R 6.00 X12.00 CTR CTR LATERAL BRACING: C 2001 8.00 X20.00 16.0 5.5 TOP CHORD - Z400 -C, D 1001 1.00 X 4.00 CTR CTR I y @ �' C- ' BTM CHORD - 120 IN. OC E 1070 8.00 X14.00 CTR CTR Vt TRUSS SPACING - 72.0 IN. F 1001 1.00 X 4.00 'CTR CTR G 1050 6.00 X 8.00 CTR CTR P l\ LOADING LIVE DEAD (PSF) H 1050 6.00 X 8.00 CTR CTR TOP CHD 40.0 5.0 BTM CHD 0.0 3.0 PLATES - 20 GAUGE ROBB•HS TOTAL 40.0 8.0 48.0 GRIPPING 312-246 PSI PER PAIR INCLUDES 15.0% INCREASE SUPPORT'CRITERIA TENSION 1899- 731 PLI PER PAIR JT REACT WIDTH JT REACT WIDTH SHEAR 1066- 732 PLI PER PAIR RCiS/ LBS IN -SX LBS IN -SX A 342D 3-10 C 3420 3-10 JT TYPE PLATE SIZE X Y S1 1101 8.00 X14.00 CTR 0.0 LEFT RIGHT •• SPLICE Sl •• REQUIRES BLOCK HEEL OIN - 3SX DIN - 3SX C�-•2755065 r' R'- PLATE IS ROTATED BY 90 DEG MEMBER FORCES (LBS) ' TOP CHORDS L�r�Oka S1�h b`� (S RENEWAL �Q A -G - 9628 C G -B - 7051 C 'I k J "� ,DATE B-H - - 7051 C H -C - 9826 C �`` BOTTOM CHORDS PS�e-� �e ��a ' �F CA1-�F A -F. - 9535 T F -Sl - 9535 T SI -E - 9535 T E -D - 9535 T D -C - 9535 T WEBS F -G - 107 T G -E - 2687 C E -B - 2158 7 E -H - 2887 C D -H - 107 T DL -LL DEFL - 0.63" IN B-H FES& LL DEFL - 0.52" < BRG-SPAN/360 F SPAN/DEFL (DL•LL'I - 450 Q�,EN '�• �iy %C\ No. 52595 N 7D` * Exp. 12-31-98 k. OF CAl\FOa� OM Mac -Co Metal Bldgs. `f 3 PHONE NO. 5303651403 Oct. 01 1998 10:53AM P1 r p CU -g 0 /q F _—_ 48'-.—.—�_.__.. __....... 12' - - --_ 12'-- �- -- 4 5 = S.S. DFL PURLINS 2'O/C o 12" T -VENT STRONGBACK 4" CONCRETE FLOOR W1 FIBERMESH PLAN VIEW iV J12X10 SLIDIN i-- DOOR 12 -- ---- - I ra1-1mftn.brr lINI NOTES POST SIZE 6X6 #2 HEM FIR PRESSURE TREATED 'ALL FOOTINGS ARE 18" DIA. X T-0" DEEP SNOW LOAD 20 PSF WIND LOAD 75 MPH MAC -00 METAL BUILDINGS. 24'X 48'X 12' AG STORAGE FOR IRIS& DORIS: SOLIS 5406 HIGHWAY 162 OROVILLE, CA 95966530 589.0399. go FROM : Mac -Co Metal Bld9s. PHONE NO..: 5303651403 Oct. 01 1998 10:54AM P4 ` . 61. i I � 4-18d COMMON NAILS 3!4" M.B. BOLT A307 CENTERED IN TOP CHORD OF T ( MIN. 3" F P M) MANUFACTURED TRUSS ENGINEERED BY MANUFACTURER OF POST TIGHT FIT 2X6 CORBEL W/ 4-164 COMMON NAILS 1 " -1/2 CLR. TTP. ° 8X6 #2 HEM FIR P.T. POST (ROUGH SAWN) TRUSS HEEL CONNECTION 6-16d COMMON NAILS �-- r 314" CARRIAGE BOLT A307 CENTERED IN TOP CHORD ( MIN 3: O TOP ° • I TTOM) A .MANUFACTURED TRUSS OUTSIDE OF P ENGINEERED BY MANUFACTURER OST 6X6 #2 HEM FIR 2 P.T. POST (ROUGH SAWN) END TR.- SS HEEL CON NECTION- t' ® ■ COUNTY OF BUTTE BUILDING DIVISION EPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED 4402 r 1 W RF 04 41 1238 a ['p! PB METER *' 1157748 U.S. POSTAGE ; F Jeff Mitchell Architecture 711 J Street Crescent City. CA 95531 T MITC711 955350103 1898 06 09/09/98 RETURN TO SENDER :JEFF MITCHELL ARCHITECTURE 879 J ST #C CRESCENT CITY CA 95531-3821 r.. Z. `j'•'� �•�;�i�,r{i' 16 z's� :'i,ll, �1�f;„ii,;i'il,►,li,::i„1i1,,� w a, i yG- BviAJ I �G 3 BEP Roa�� GA IPA c 0 �o I f O()C)r e. �R0 A -v �5a 1��5� &-96Fa • C Al-iF� FRONT ELEVATION NOTES POST SIZE 6X6 #2 HEM FIR PRESSURE TREATED FOOTING SIZE O 18" DIA. X 3'-0" DEPTH FOOTING SIZE ■ 18" DIA. X 4'-0" DEPTH SNOW LOAD 20 PSF WIND LOAD 70 MPH MAC -CO METAL BUILDINGS 24'X 48'X 12' AG STORAGE FOR IRIS & DORIS SOLIS 5406 HIGHWAY 162 OROVILLE, CA 95966 (530) 589-0399 48' 12' 12' 12' 12' T 31X618" 5 =E WALK IN a 2X6 — DOOR _ S.S. DFL PURLINS 2' O/C 6 N 3 12" T -VENT STRONGBACK 10X10 O.H. DOOR 4" CONCRETE FLOOR W/ 2 � FIBERMESH 7 12X10 SLIDING DOOR PLAN VIEW n I n a &-96Fa • C Al-iF� FRONT ELEVATION NOTES POST SIZE 6X6 #2 HEM FIR PRESSURE TREATED FOOTING SIZE O 18" DIA. X 3'-0" DEPTH FOOTING SIZE ■ 18" DIA. X 4'-0" DEPTH SNOW LOAD 20 PSF WIND LOAD 70 MPH MAC -CO METAL BUILDINGS 24'X 48'X 12' AG STORAGE FOR IRIS & DORIS SOLIS 5406 HIGHWAY 162 OROVILLE, CA 95966 (530) 589-0399 2X6 GIF 2-2X6 P.T. SKIRT BOARD t 4" CONCRETE SLAB FLOOR 2% GRADE 5' ALL AROUND THE BUIL _ GRANULAR LEVELING u�m=ui=ui ° COURSE =m=iii=m=iii=m=iu=iu m=m=m=m= =iu=iii=m=m ���=���=i��=���_��� v _�4I=-=��1- USE MIN. 20-20d NAILS iii=m=iii=iii=iii= .. u%ui=ui= =m=iii=m=iii=iu =ui=iii= iii=ui=mill= IN POST TO CONCRETE a USE MIN. 2500 P.S.I. 0 o CONCRETE v v FOOTING DETAIL 1811 2X12 DOOR HEADER NAILED W/ 3-16d EACH END (TOENAILED) 16d NAIL @ 12" O/C X6 HEADER P.T. POST 3 DOOR HEAD DETAIL P.T. POST ROUGH SAWN C-25065 2 �q RENEWAL 'qT DATE FOp CAL�F� MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 . ■ DESIGN CRITERIA ROOFLOADS D.L. = 2.5 PSF - L.L. = 20. 'PSF T.L. = 2Z.< PSF WIND LOAD PER U.B.C. JOB _NAME s6L1 s SHEET N0, CALCULATED BY CHECKED BY SIZE Zy'XYP',r,i OF 19- 4d DATE 7 -74 -if DATE DESIGN WIND SPEED MPH EXPOSURE FT. P = Ce Cq Qs I _ Ce = , Gz Cq = Z Qs= P 12.4- )( �.o )_ y.37 PSF SOILS - ASSUME PSF I MATERIAL BASE VALUES #2 DFL = Fb = 875 PSI SINGLE #1 DFL = Fb = 1000 PSI SINGLE S.S. DFL = Fb = 1.450 PSI SINGLE POST (lAMIMTED) = Fb = 12 HEM FIR W PSI E = 000.000 PSI POST (SOCIO SAWN) = Fb: i 1 HEM FIR 950 PSI E = 1.300,000 PSI POST ( SOLID SAM): Fb = 12 HEM FIR 525 PSI E = 1.100.000 PSI LOAD DURATION WIND = 1.6 (Fb ONLY) SNOW-= �, iS C-25065 i� RENEWAL 9 [:A7E ¢� OF C A0�-�_U MAC -CO METAL BUILDINGS ' 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 JOB NAME Sou s SIZE Z-q'X Ap ic,Z SHEET N0. OF CALCULATED BY AA DATE CHECKED BY DATE GIRT ANALYSIS 2' o" BAY WIND LOAD = 1i. 37 PSF LOADING PER FT. _ ( y. 3-7 PLF ALLOWABLE BENDING ( los-o ) ( 1.3 1.15) ( 1.6) = 3988 PSI Mom = ( )1..71/ ) ( )L ) Z ( 12 ) + 8 = yo y9 # SReq'd + IN 3 S =. 2X6 FLAT = 2.06 IN 3 S = 2X6 EDGE = 7.56 IN 3 > USE 2X6 55 DFL 2'-0" ON CENTERS TRY FULL WALL SECTION / 2 ASSUME \ EAVE HEIGHT LOAD / FT. ( \)\ ( ) = PL� Mom=( )( \; )Z( ) + 8= SReq'd = ( ) + = IN LOADING _—� X 6 zvr� USE S=7.56 + 2.06=9.62IN3 FT. WALL SECTION t HAS OTHER GIRTS FLAT = X 2.06 = IN3 TOTAL = I N 3 > IN 3 > USE 2X6 T -GIRT AT \\ W/ SINGLE 2X6 DFL GIRTS 2'-0" O/C NAILS IN WITHDRAWAL 16d NAIL ( 40 ) ( 1.33) = 53.2 X MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PURLIN DESIGN JOB NAME SOLI s HEET NO. ? OF CALCULATED BY A -A CHECKED BY Zo # SNOW LOAD /zip LOAD = ( 22. S ) ( 2. c ) = yS FID =( ,yso )(1.3) (1.15)( /,•S )'_ mm:( Ns II ►�— I'I 12 I ,g: 5�zo y S Req'd = '1-7 + 1Y g Z + USE 2 x '55 DFL 2Y" OIC END RAFTER DESIGN 0 S G- Tr-►st BAY _ _ PLF ZV9Z SIZE DATE 7-2,/-48 DATE �' ON CENTERS PSI 1 N a S = 2X6 EDGE = 7.56 IN. 3 SPAN LOADING PSF SPACING Mn:( II II I' ( 12 N: S Req'd = + f ( ) ( ) ( ) j = IN.' S J USE i DFL F? ` POST DESIGN SOLID POST Fb = #1 HF = ( 950 ) ( 17.6 )' = 1520 PSI C-25065 SOLID POST Fb = #2 HF = ( 525 ) ( 1.6) = 840 PSI C7 ; 9 LAMINATED Fb = 2X6 #2 HF = ( 850 ) ( 1.3 ) ( 1.15 ) ( 1.6 ) = 2033 PSI kpj, -V RENEWAL DATE -LAMINATED Fb = 2X8 #2 HF = ( 850 ) ( 1.2 ) ( 1.15 ) ( 1.6 ) = 1876 PSI- �. SOF CAL\FO WIND PRESSURE PSF BAY, 12,10SAVE HEIGHT W is.o ) = l/2. -f PLF M=( lip ) ( /S )' ( 12)-8= 2 278 "# S Req'd 24L1g - yyo = IN =FOR LAMINATED POST USE PLY 2X #2 HEM FIR - S= IN' FOR SOLID POST USE �if Z- HEM FIR ( ROUGH SAWN) - S= 36.0 IN MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 POST TO TRUSS CONNECTION JOB NAME :5.Lj S SIZE ZyX�Pxii SHEET NO. OF CALCULATED BY k4 DATE 7-11-5 CHECKED BY DATE DESIGN FOR 2N'o" SPAN, 12!0" BAYS, 20 # SNOW LOAD VALUE FOR 3/4" 0 BOLTS, DOUBLE SHEAR 3" IN MAIN MEMBER PERPENDICULAR TO GRAIN = (1130) ( 1.15) = 1299# I PARALLEL TO,G RAIN = -(2190) ( 1.15) = 2518# VALUE FOR 16d COMMON NAIL = ( 122) ( 1.15 ) = 140 # m C-25065 LOAD = ( ul ) ( 1 z ) ( 22,5 ) = 3 too # 2 RENEWAL f '9�. Q. CONNECTORS DATE FOF CAL�FO 3/4" BOLT(S) AT TRUSS = ► Zyg # 3/4" BOLT(S) AT BLOCK = # = 3539 16d NAILS = 22yo USE 4. NAILS IN TRUSS HEEL AND NAILS IN BLOCK ON EACH SIDE OF POST IL - TYPICAL END TRuss CONNECTION LOAD = P ( Z4- Z ) ( z2S ) _ ► `Zo # TOTAL 16d NAILS REQUIRED = + 140 = USE NAILS AT RAFTER TO POST = ( ) USE NAILS IN BLOCK = ( ) ( ) list � gL,ncARll.iAbE 30t,.T �v-in-vSS l�, CIL99� �� ENDWALL RAFTER & ALTERNATE END RAFTER CONNECTION LOAD =P( )( )( 2 - TOTAL 16d NAILS REQUIRED = + 140 = USE NAILS AT RAFTER TO POST = ( ) USE NAILS IN BLOCK = ( H ) 1140 ) ( NAILS = 8y� # 1259 TOTAL Z ) 3 9 # = NAILS TOTAL # MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 FOOTING DESIGN JOB NAME :561-15 SIZE Wax qi z. SHEET NO. I D OF I g— CALCULATED BY 144 DATE 7 -z1 -id CHECKED BY DATE 1210. BAY, 200"SPAN, EXPOSURE 3 70 MPH WIND SPEED, 7'O # SNOW LOAD 1$00 PSF SOIL, 1/2" MOVEMENT ALLOWED, CONDITIONS LOAD DURATION WIND 1.33 FOR BEARING R � A ROOF LOAD = ( 2N ) ( Z ) ( 2 t.i ) = 3 Zyo # y 2 0 t. WALL LOAD=( 12 ' C-25065 z. .TOTAL' 3 � oo # �� GgyYgL ASSUME 3 �0 DEPTH CA� ALLOW BEARING ( I so0 ) ( 3.° - 1.0) (.20) + 15010 = Z/oo PSF PIER AREA REQ'D = ( Loo' - ) = I .� I SQ. FT. Z I Op PIER DIAMETER REQ'D = 1.7 I = 6y7 = IgM DIA. X 3 �D DEPTH .785 M' J CHECK FOR WIND P = ( �bZ ) ( I.Z ) (..I2.1- ") ( 1,0 ) q,PSF M=( q. Iz I ( Iz,')t + 8= 2oty S=(2) ( ISO ) (1.33) = 395 PSF DEPTH REQUIRED = ( 4.25) ( 2oly ) = 2.y = j04 USE FOR hAiticj �8 DIAMETER X 3 �° DEPTH ,.off SQ QUAN TYPE SPAN P1 -Hl OVERHANGSo70H 11-10-08 SHEAR 1066- 732 PLI PER PAIR LBS MARK • 5'0 HO . 2 3 0 9 0 0 3 0 o MAC CO. Y01AA DK _.T 3-01-05 8 6x12 II B Q F E D 1X4 II 8x14 = 1x4 II Sl 20G-ROBB•HS-8x14 = G -E 2X r.. - E -H SAME AS G -E LUMBER STRESS INCREASE: 15.Ot LATERAL BRACING: TOP CHORD - E6is"-Geg~p,G BTM CHORD -.120 IN. OC TRUSS SPACING - 72.0 IN. LOADING LIVE DEAD (PSF) TOP CHD 40.0 5.0 - BTM CHD 0.0 3.0 TOTAL 40.0 6.0 48.0 JT TYPE PLATE SIZE X Y A 2001 8.00 X20.00 16.0 5.5 B 3001R 6.00 X12.00 CTR CTR C 2001 8.00 X20.00 16.0 5.5 D 1001 1.00 X 4.00 CTR CTR E 1070 8.00 X14.00 CTR CTR F 1001 1.00 X 4.00 CTR CTR G 1050 6.00 X 8.00 CTR CTR H 1050 6.00 X 8.00 CTR CTR PLATES - 20 GAUGE ROBB•HS GRIPPING 312-246 PSI PER PAIR INCLUDES 15.0% INCREASE SUPPORT'CRITERIA ' - TC TENSION 1899- 731 PLI PER PAIR 11-10-08 1 11-10-08 SHEAR 1066- 732 PLI PER PAIR LBS BCi ' IN -SX 23 -09 -OD 3-10 C 3420 3-10 JT TYPE PLATE 'SIZE X Y 1 23-09-00 LEFT RIGHT UniStar -- Version 39.7.3 HEEL PLATING CONFORMS TO UBC NOTES: RUN DATE: 8-29-97 (ICBG) APPROVAL #4994 1. TRUSSES MANUFACTURED BY - FORCES (LBS) A -G NAIL VALUE FOR GREEN D.F.L. 7051 C SYSTEMS PLUS ANDERSON,CA. CSI ' SIZE LUMBER FB PLATES - 20 GAUGE ROBBINS 2. ANALYSIS CONFORMS TO TOP 0.74 2X 8 DFL -91B 1380 GRIPPING 276-233 PSI PER PAIR A -F UBC (TPI -85 4 NDS -91). BTM 0.84 -2X 6 DFL -SS 1885 INCLUDES 15.0% INCREASE 3. TRUSS IS DESIGNED FOR WBS 0.95 2X 4 DFL -STAN 550 TENSION 1165- 480 PLI PER PAIR NO CEILING LOAD. EXCEPTIONS: 107 T G -E 2867 C SHEAR 744- 458 PLI PER PAIR 4. PREVENT TRUSS ROTATION AT D -H 107 T 1300 ALL BEARING LOCATIONS. G -E 2X r.. - E -H SAME AS G -E LUMBER STRESS INCREASE: 15.Ot LATERAL BRACING: TOP CHORD - E6is"-Geg~p,G BTM CHORD -.120 IN. OC TRUSS SPACING - 72.0 IN. LOADING LIVE DEAD (PSF) TOP CHD 40.0 5.0 - BTM CHD 0.0 3.0 TOTAL 40.0 6.0 48.0 JT TYPE PLATE SIZE X Y A 2001 8.00 X20.00 16.0 5.5 B 3001R 6.00 X12.00 CTR CTR C 2001 8.00 X20.00 16.0 5.5 D 1001 1.00 X 4.00 CTR CTR E 1070 8.00 X14.00 CTR CTR F 1001 1.00 X 4.00 CTR CTR G 1050 6.00 X 8.00 CTR CTR H 1050 6.00 X 8.00 CTR CTR PLATES - 20 GAUGE ROBB•HS GRIPPING 312-246 PSI PER PAIR INCLUDES 15.0% INCREASE SUPPORT'CRITERIA ' - TENSION 1899- 731 PLI PER PAIR JT REACT WIDTH JT REACT WIDTH SHEAR 1066- 732 PLI PER PAIR LBS IN -SX LBS IN -SX A 3420 3-10 C 3420 3-10 JT TYPE PLATE 'SIZE X Y Sl 1101 8.00 X14.00 CTR 0.0 LEFT RIGHT •• SPLICE S1 •• REQUIRES BLOCK HEEL DIN - 3SX DIN - 3SX R PLATE IS ROTATED BY 90 DEG MEMBER FORCES (LBS) A -G TOP CHORDS 9628 C G -B 7051 C C-ar j � sl Q /J � B-H- - 7051 C H -C - 9828 C V\h q,neer BOTTOM CHORDS V" A -F 9535 T F -S1 • 9535 T SI -E - 9535 T E -D 9535 T D -C 9535 T WEBS F -G 107 T G -E 2867 C E -B - 2156 T E -H 2887 C D -H 107 T DL -LL DEFL • 0.63" IN B-H LL DEFL - 0.52" < BRG-SPAN/360 SPAN/DEFL (DL -LL -1 • `454 -Z Pres@12�o•c. C-25065 NA RENEWAL �Q T� DATE OF C ALF N J• r CO No. 52595 N * Ems. 12-31-98 clv\v OF C� FROM Mac-Co.Metal BldgS. 0 PHONE NO.,: 5303651403 Sep. 23 1998 01:51PM P19 v 48, 12' - .12'-- 12' 12' 4 — s 3'X6'8" 5 WALK IN DOOR S.S. DFL PURLINS o m • 2' o/c O ... . " VENT. STRONGBACK 10X10 O.H. 4" CONCRETE DOOR FLOOR W/ 1 FIBERMESH J1 7 12X10 SUDIN _.._ _ DOOR . _...... .... _ PLAN VIEW 12 ---` -- - ROOFING, FRONT ELEVATION NOTES POST'SFZE 6X6 02 HEM FIR PRESSURE TREATED 'ALL FOOTINGS ARE 18" DIA. X 3'-0" DEEP SNOW LOAD•20 PSF. WIND: LOAD 770 M�1PH'/ MAC -CO METAL BUILDINGS 24' X 48' X 12' AG STORAGEFOR:.*:' IRIS & DORIS SOLIS• 5406 HIGHWAY 1.62 • OROVILLE CA 95966 4630).56. FROM Mac -Co Metal Bldgs. PHONE NO., : 5303651403 REAR ELEVATION Sep. 23 1998 01:52PM P20 19 RIGHT SIDEWALL ELEVATION FROM Mac -Co Metal Bldgs. PHONE NO.,: 5303651403 Sep. 23 1998 01:52PM P21 P t 2-2X6 P.T. SKIRT BOARD 2% GRADE S ALL AROW THE OWING = FOUNDATION PLAN ��1� P.T. POST ROUGH SAWN "c%) a: I s,, 4" CONCRETE SLAB FLOOR � - GRANULAR LEVELING.' . COURSE 11=AI=U1= ' III=111= =TI_ _---USE MIN. 20-20d•NAILS. . IN POST -TO CONCRETE TY?rz IJ Aij— ' �r USE MIN. 2500 P.S.I.- CONCRETE k 1 �� ��� z� GN't0 � r ��� � csp�� � �� �^�� f �� FROM Mac -Co Metal Bldgs. PHONE NO. 5303651403 Sep. 23 1998 01:53PM P22 r 4-16d NAILS We M.B. MANUFACTURED TRUSS EACH SIDE OF POST - ENGINEERED BY MANUFACEURER ` TIGHT FIT 2X8 CORBEL W/ 4-18d NAILS 1-112" CLR. TYP. P.T. POST (ROUGH SAWN) 1 TRUSS HEEL CONNECTION r 6-16d NAILS .� 3/4" CARRIAGE BOLT MANUFACTURED TRUSS OUTSIDE OF POST- ENGINEERED OSTENGINEERED BY MANUFACIKURER f � � FROM :•Mac-Co Metal Bldgs. PHONE NO. 5303651403 Sep. 23 1998 01:54PM P24 ti � __ -- _. ,�,� ? � �� ? ,' FROM Mac -Co Metal Bldgs. 1 2X4 TRACK BRACING ' NAILED TO 2X12 (M 1' O.C. & 1/4" LAG BOL 16" O.C. PHONE NO..: 5303651403 Sep. 23 1998 01:54PM P25 `7 t A 2X12 DOOR HEADER. NAILED W/6 -16d EACH END P.T. POST 2X6 S.S. DFL GIRTS 2'01C NAILE[ W/ 2-16d NAI, EACH END 2-2X6 P.T. SKIRT BOARD NAILED WI 246d NAILS EACH END 0 TYPICAL GIRT CONNECTION FROM Mac -Co Metal Bldgs. PHONE NO. 5303651403 Sep. 23 1998 01:55PM P26 2X6 S.S. DFL PURLINS MANUFACTURED TRUSSES END TRUSS 2-0/C UENGINEEREDBYMANUFACTURER RWETRIM ENGINEERED 3 1 NGkSM BY MANUF 2X6-.S.S: DFL GIRTS i O/C 3-16d ' NAILS Ar T END TO POST 2-2X6 . P.T -..R K. I TR&R .GABLETPiM.' 29 Gk STEL - SIDING. CORNER TFJ1* -2-16d NAILS EACH END TO POST TYPICAL ELEVATION 2X6 S.S. DFL PURLINS 2' O/C i 41 ENGINEERED BY GIRTS MANUFACTURER @ 2' O/C .GABLETPiM.' 29 Gk STEL - SIDING. CORNER TFJ1* -2-16d NAILS EACH END TO POST TYPICAL ELEVATION 2X6 S.S. DFL PURLINS 2' O/C 4) TYPICAL CROSS SECTION MANUFACTURED TRUSSES 2X6 S.S. DFL ENGINEERED BY GIRTS MANUFACTURER @ 2' O/C int 2X6 GIRTS S.S. DFL 4" CONCRETE SLAB FLOOR @ 7 O/Ctam 4:- BASE' ROCK 4) TYPICAL CROSS SECTION FROM : Mac -Co Metal Bldgs. MA"O METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PHONE NO.t 5303651403 Sep. 23 1998 01:55PM P27 DESIGN CWTEPa i ROOF LOADS D.L. = 2.5 PSF L.L. PSF J -0B NAME $ --391 ---ZN L �2 OF f 8 CALCULATED.BY CHECKED BY . ' ND .LOAD PER U.B.C. ' DESIGN WIND SPEED = 7!� MPH EXPOSURE .B D FT. P=CeCg031 Ce�- Cq 1. �- I�IRu !✓ wlv( Qs= P=( .to} X 1. a. /0.71 PSF SOILS ASSUME LSOO PSF MATERIAL BASE VALUES #2 DFL = Fb = 875 PSI SINGLE *1 DFL = Fb = 1000 PSI SINGLE S.S. DFL = Fb = 1450 PSI SINGLE POST (lWTED) = Fb = Q HN FIR IEO PSI E=1,30O,000 PSl PAST (SOLMSM)= Fb = f1 anR 9SOPSa E =1,30 V PSI . W*(S01ASAWN)= Fb=12HEMFIR 25PSI E=1,1KOW PSI LOAD DURATION WIND. = 1-.6 (Fb ONLY) �/3 �NGEl1"5 c 1 33 SNOW /. / S; e FROM : Mac -Co Metal Bld9s. PHONE NO.,: 5303651403 Sep. 23 1998 01:56PM P28 MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1463 7 JOB NAME Sou SSizE Zai . `ES �C 1�-1 SHEET NO. 1.0..._ - OF fir CALCULATED BY DATE CHECKED 8Y DATE GRT ANALYSE �'- O �BAY WIND LOAD = M-74 PSF LOADING PER FT. PLF ALLOWABLE BENDING ( l50 )(1.3)( PSI .Mom = ( 71:58 ) ( ! 1- ) _ ( 12 SReq'd = { q4U 1 ) 318$ _ 1. 17 IN3 S = 2X6 FLAT 2.06-IN3' S 2X6 EDGE = 7.5611 3 — > USE 2X6 S. S • DFL 2'-0" ON CENTERS TRY�4- SECTION ASSU EAVE HEIGHT LOAD ( ) (7. } = PLF Mom 8= 'y1: SReq'd _ ( } + = IN 3 LOADING --- > X 6 2X6 – > USE 2X6 T -GIRT AT NAILS 1N WITHDRAWAL USE i S = 7.66 + 2.06 = 9.62 IN 3' FT. WALL SECTION OTHER GIRTS LAT = X 2.06 = —IN TOTAL - IN3 > IN 3 1.6d NAIL ( 40 ) ( 1.33) = 53.2 X W/ SINGLE 2X6 DFL GIRTS Z-O"O/G: FROM : Mac -Co Metal Bldgs. MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (816) 365-1403 PUMN DESIGN PHONE N0; : 5303651403 Sep. 23 1998 01:56PM P29 JOB NAME 4HEET NO... /J �.� Yom. •-�—.._� CHECKED BY DA # SNOW LOAD !.' - p'' BAY of – O ON CENTERS LOAD= PLF Fb 14S-0 )(1.3) PSI S..Req'd-= &I ap a 3.170 INs S= NEW =7.5sK 3 ..��.L :5•s• DR ill" 01C END RAFTER DBIt;N LA 6E . -rrtu 5 S SPAN LOADING PSF SPACING USE Ie DFL 01 )l= IN - S = = IN. a POST �E31" SOUD.P.OST Fb = #1 HF = ( 850 ) ( 1.6) = 1520 PSI SOLID POST Fb = #2 HF = ( 525 ) ( 1.6) - 840 PSI LAMINATED Fb = 2X6 02 HF = ( 850 ) ( 1.3 ) ( 1.15 ) ( 1.6 ) = 2033 PSI LAMINATED Fb*= 2X8 #2 HF = ( 850 ) ( 1.2 ) ( 1.15 ) ( 1.6 ) = 1876 PSI WIND PRESSURE iO , - ),I PSF BAY, /X'_ 0 EAVE HEIGHT W - ( .10'7)-1 ) ( . OI�-77. s PLF (12)i8= SReq'd=_ oZiGl"?�- r f 40 — 33 IN s FOR LAMINATED POST USE PLY 2X #2 HEM FIR - S= INs .FOR.SOUD POST USE 64 CO # HEM FIR ( ROUGH SAWN) - S= 3('0'0 IN 3 - , FROM : Mac -Co Metal Bldgs. MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PHONE NO. , : 5303651403 Sep. 23 1998 01: 57PM P30 �4B!' SIZE x f� IN —,.1.Z OF ! Y._ DATE CHECKED BY DATE �4:Russ CONNECTION DESIGN FOR Zy 4 a SPAN, i2 -0 �BAYS, 2d0 # SNOW LOAD. VALUE FOR 314" 0 BOLTS, DOUBLE SHEAR 3" IN MAIN MEMBER 96&LP t GaWr—, '& 92ol6y Pae daL L9g4- 71.1 23-lIl-N H -em Fie. PERPENDICULAR TO GRAIN = (.1130) (1.15) = 1299 # PARALLEL TO GRAIN = ( 2190) (1.15) = 2518# VALUE FOR 16d COMMON NAIL = (122) ( 1.15 ) _ 140 # �1� iL dW eLA-W S LOAD = c 24 } c I z } 32 # 342o M 7(hnS CAIC. 2 CONNECTORS —3/4" BOLT(S) AT TRUSS 3/4" BOLT(S) AT BLOCK I� 16d NAILS = 2,-y40 # .' . OWL- USE lLUSE NAILS IN TRUSS HEEL AND NAILS IN BLOCK ON EACH SIDE OF POST TYPICAL END ?auSSCONNECTlON .LOAD = P( Z >U # TOTAL 16d NAILS REQUIRED = + 140= _ NAILS. USE ! o NAILS AT RAFTERJO POST = ( (o ) ( 140 ) ( 1 ) = 940 # . USE __W4"_dAgfAAgA 60LT AT T2u5S = { ( ) (! Z9 12qq #t: USE NAILS IN BLOCK TOTAL 2131 # ENDWALL RAFTER A ALTERNATE END RAMR CONNECTION LOAD ' = P ( 2 TOTAL 16d NAILS REQUIRED = USE NAILS AT RAFTER TO POST = { USE NAILS IN BLOCK - ( ) + 140 = = NAILS TOTAL # FROM : Mac -Co Metal Bldgs. MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 FOOTING DESIGN PHONE NO..: 5303651403 Sep. 23 1998 01:57PM P31 JON NAME �XX.(S E 24 < 48 >t 122 MEET NO,.. _l 3_ OF I S S;ALCULATED BX. om • M9KED BY DAA 75' _BAY. Z'_ -v SPAN, EXPOSURE �J 7�ypH WIND SPEED, ..: -# SNOW WAD'. PSF SOIL, M" MOVEMENT ALLOWED, G� tjrJ$T ngt,J b LOAD DURATION WIND 1.33 CONDITIONS. 0 ,,-B RING .. ROOF ,roAD = 2 a -Z. # dW :1i� WALL LOAD = (la. ) (��- ) (2.5) TOTAL P - •o' oEMnl Ai LOW: BEARING ( /SaO ) ( 3-o - 1.0) (.2O) + ISco _ t D O PSF PIER AREA REQ'D _ ( 23( _Z> ) _ • -) ZI as SQ. FT. PIER DIAMETER REQ'D = 1.11 z (, 4-7 DEP GIA. X � -O " .785 TH. . -CHICK FOND .P=(.tea )( I.-4-)(14.Si .o _ ) { ) -_ 10-72 PSF S=(2).'( isC ) ( 1.33) PSF Yoo le 051 sic PCs t) v6 '�Cl 10 Ai LV bJ,4-LL 3 DEPTH REQUIRED = ( 4.25) (2330 _) _ a---7 USE FOR�N DIAMETER X DEPTH FROM Mac -Co Metal Bldgs. PHONE NO.,: 5303651403 Sep. 23 1998 01:58PM P32 q LATERAL ANALYSIS J METHOD I I EXPOSURE B / 7S MPH WIND LOAD 1 LOAD DURATION FACTOR 1.33 WP a ( .fit ) ( �.� ) ( �y.S ) ( /.o ) a //.7 ✓PSE WI. Z 12 (d z Z? gig z = 9 7, r.. ' 23.E i7 3 to 1.33 I �L U 16 *IBJ 1 ov r fl, p, P %Vu YAR " ''`._ WaU• acv (� 2.53 �r = 2-S LC eS 3 � 2 �{ - I �ro I ty' SHEAW.( 2�) - 70 ( 333 f LF- s3 PLF ►�F3� �sg� ,11 USE E'er 8 - /od PLF' cutin 0 SHEAR*T. f toS) ( 1.33 —� NF,'SA is�L USE 6W t1) z e53 PLF FROM : Mac -Co Metal Bldgs. PHONE NO..: 5303651403 Sep. 23 1998 01:58PM P33 4D4t7 —AV To WuUT Lno� NVr Deb15Y 3 COWMN� . arm r 1�t.icsi�- 7*-#� PA t. m L6A7 e;� CCC„ UiK 1. �IU�J lS Sl AT A -G9- 3% V3 C9KrSr&rr' . i S t+iw.. M a � Q- 0) ro m OD m M N v t Z Z 0 a 2x-6 . :MS:R 1.6!5:0 SAVE 0.1: : ' W/ 2 -god AEA. END : (TYFi) .: 2x6 MSR 1654 GIRTS W/ 2-20d EA ENO (TYP) 29 go. 0,0150" ORAOE E STEEL FASTENED W/ 1 1/2 GAD PLATED x)10 SCREWS • 8" 0. C. (TYP) 3-1 1/2- CAD PLATED #10SCREWS OEEEA UR NEL do SKIRT BOARD (TYP) 2x 1 O P.T. HFIR 1'i SKIRT BOARD (I W/ 4-2Od EA END (TYP) d II ROUGH SAWN 6x6 COLUMN (TYP) 1'2�rQw 1 112" CAD PLATED 10aTYP) INTERIOR - R ( 7. I Ir r . • 11 11 —1 1 /2"-- CAD PLATED 10 SCREWS • .PANEL RN SKIRT BOARD (TTYP) Gj �(-L A ZX (Q K FtrZ ..12 —P(ZAYJTwt (T ib ?CIS rc NAM,Mili WON .. . ...... ......... FROM : Mac -Co Metal Bld9s. PHONE NO.,: 5303651403 Sep. 23 1998 02:01PM P36 AN TYPE SPAN F1-81 vvi.xmA"v0 50 NO 230900 3 0 C T 3-07-05 1 8 12 6x4L 6X9- A 6 9X2o= X20= C 0 F E D 3x4 II 9X144 1x411 Sl 20G-R02i•8S-8X14 = -09 Be 23-09-00 23-09-00 PLATING COWPOR" TO use APprzSr 1. TRUSSES !1>1WML;TDRLD sY - VolSear .. Version 39.7.3 Roti DATE, 8=29-97 (ICD01 APPROVAL $6994 HAIL VAIAM FOR GREEN D.F.L. SYSTEMS PLOS AVMWC ,CA. CSI SIZE LUMBER FB PLATES - 20 GADGE RODBINS 2. ANALuls CO3MORM .T0 TOY 0:74 ?.x a DFL -118 1380 GRIPPING 276-233 PSI PER PAI= DBC (TPS -As. A 1®5-91) SIT! 0_94 2X 6 DFL -SS lass 32CLUDES 15.0% INCREASE 3. TRU" is DE6I(ivn FOR aDS.: 0.95 2X 4 DFL -STAN $50 ?SNSION 1165- 680. PLI PER PAIR NO CEIir233G Sim" 761- 458 PLI PER PAIR 4. PAZVERT TROISS A07ATIM AT ExcMIONS: ALL BLARING, 24CA2=oNS- C -E 2X 6 DF -m-11 3300 E-A SA:Mz AS 6-9 JT TYPZ PLATE Siff X Y LUKM STRESS IFCREASE, IS.O% A 2001 9.00 X20-00 16.0 S.S. D 3001R 6.00 X12.00 CTR CTR LATZRAL SPACINGS C 2001 8.00 230.00 16.0 S.8 1 4.'00 � CTI CTR I �• �' sos Cg011D - '�{-p•G D 1001 1.00 1 .ewi+4avWa• ..DTN CHORD - 120 is. oc f 1070 8.00 X16.00 CTR CTR TRUSS.SPACING.- 72.0 333- ! 1001 1.00 1.4:00.' CTR' MG lose 6.00 z $,00: rtR cTR .Z�� S:OADIHC LIVE DEAD (PSF) 8 34SO 6.06 X 8.00. CTR, CTA TOP. CAC 40.0 $-0 91m C9v 0.0 3.0 PLATES - 20 CAM RORD•fS TOTAL 40.0 8.0 68.0 GRIPPING 312-246 PSI PER PAIR IHCUMIS 15.0% 1FCREASS SulPORT"CRITERIA TENSION 1699- 131 PLI M PAIR .7T REACT xIPT2 JT REACT Wzvrx SHEAR 1066- 792 PLI PSA PAIR loss IN-Sx 1696 Iii -SX : A 3 20 3-20 C '3620 a-30 JT TYPE PLATE SIZ9 I T 0.00 114.00 CTR 0-0 LEFT RIGHT •• SPLICE S3 •• REQUIRES BLOCX l:ESL 0211 - 36X OIN - 3SX A PLATE 18 ROTATED DY 90 DEC xzml rORCZS (Las) TOP CHORDS Sb �a j-1 aQ So q� A-6 - '9925 C G -D • 7051 C V B -R - - 7051 C R -C • 1629 C iAe•� re.! BOTTOM CBORDS� A -F - 9S3S T F-51 - 9535 T S1-2 9535 S E -D - 9S35 T b•C • 9535 T NEMS F-6 - 301 T 6-9 - 2987 C E•D - 2156 ? F -H 5997 C b•A . 101 T DL•:LL DSPC 0.67 • IN B -A LI. nEFL 0.52• • ORG-SPAN/360 sPA1d/DEFT. iziL- LL'l c s 3 U-4. : / �If► No. 52115 *. FROM Mac -Co Metal Bldgs. PHONE NO. : 5303651403 Sep. 23 1998 01:51PM Pig _.._ . ..... 48' 04 WALK IN 2)C6 J DOOR S.S. DFL PURLINS — 2' o/c o n 12"0' : "J 3) T -VENT . �- STRONGBAC 10X10 O.H. 4" CONCRETE DOOR FLOOR W/ FIBERMESH ,1 J 1 � 12X10 SLIDING DOOR 19 PLAN VIEW N FRONT ELEVATION NOTES POST'SIZE 6X6 02 HEM FIR PRESSURE TREATED ALL FOOTINGS ARE 18"DIA. X 3'-0" DEEP SNOW L6AD•20 PSF. -WIND:LOAD 70 MPH IN Ism MAC -CO METAL BUILDINGS 24'X 48'X 12' AG STORAGE"FOR-..:' IRIS & DORIS SOLIS. 5406 HIGHWAY 1.62 OROVILLE CA 85866..(630).589-0399'.:.' FROM : Mac -Co Metal Bldgs. PHONE NO. 5303651403 Sep. 23 1998 01:52PM P20 L REAR ELEVATION RIGHT SIDEWALL ELEVATION LEFT SIDEWALL ELEVATION FROM : Mac -Co Metal Bldgs.' PHONE NO. 5303651403 Sep. 23 1998 01:52PM P21 2% GRADE 5 ALL AROUND THE BUILDING = FOUNDATION PLAN P.T. POST ROUGH SAWN 2-2X6 P.T. SKIRT BOARD 4" CONCRETE SLAB FLOOR - GRANULAR LEVELING:, . COURSE -m-m= _---USE MIN. 20-20d.NAILS. . iii= r�'r IN POST -TO CONCRETE f_--- — USE MIN. 2500 P.S.I. _rrl CONCRETE FROM : Mac -Co Metal Bldgs. 1 PHONE NO. 5303651403 3N r 4-16d NAILS Sep. 23 1998 01:53PM P22 MANUFACTURED TRUSS EACH SIDE OF POST- I ° ENGINEERED BY MANUFAC/URER TIGHT FIT 2X8 CORBEL W/.4 -16d NAILS 1-1/2" CLR_ TYP. P.T. POST (ROUGH SAWN) 1 TRUSS HEEL CONNECTION r 6-16d NAILS�� 1 • 314" CARRIAGE BOLT MANUFACTURED TRUSS OUTSIDE OF POST - ENGINEERED BY MANUFACIOOURER P.T. POST (ROUGH SAWN) Z END TRUSS HEEL CONNECT°EON::>.-: FROM : Mac -Co Metal Bldgs. PHONE NO. 5303651403 Sep. 23 1998 01:54PM P24 FROM : Mac -Co Metal B1'dgs. PHONE NO.,: 5303651403 Sep. 23 1998 01:54PM P25 2X4 TRACK BRACING NAILED TO 2X12 Q 1' O.C. & 1/4" LAG BOL 16" O.C. 2X6 S.S, DFL GIRTS a@ 2'0/C NAILE[ W/ 2-16d NAI EACH END 2-2X6 P.T. SKIRT BOARD NAILED W/ 2-16d NAILS EACH END 2X12 DOOR HEADER. NAILED W/ 6-16d EACH END P.T. POST O FROM : Mac -Co Metal Bldgs. PHONE NO. 5303651403 2X6 S.S. DFL MANUFACTURED TRUSSES END TRUSS PURLINS ENGINEERED BY MANUFACTURER ENGINEERED 01 BY MANUF. 2XS S.S: DFL - GIRTS 2'0/C - - 3-16d NAILS EA - END TO POST -' 2-2X6 P.T. _. WIRTBOARD w Sep. 23 1998 01:55PM P26 RIDGE TRIM 29 GA STEEL 2-16d TO POST ENO NAILS EACH TYPICAL ELEVATION 'ROOFING �- GABLE TRIM. 29 GA STEEL . SIDING. CORNER TFJM. . O 2X6 S.S. DFL PURLINS 2' O/C MANUFACTURED TRUSSES 2X6 S.S. DFL ENGINEERED BY GIRTS MANUFACTURER 2,O/C GIRTSS DFL - 4" CONCRETE SLAB FLOOR ^. @ 2' 0/C BASE ROCK -: :; FROM : Mac -Co Metal Bldgs. MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PHONE.NO.,: 5303651403 Sep. 23 1998 01:55PM P27 JOB NAME -SHEET N0. _ �_ OF %S -CALCULATED-BY CHECKEDp-...-- DESIGN CRITERIA R00�� D.L.= 2.5 PSF WIND LOAD PER U.B.C. DESI:GN,WIND SPEED = %!!� MPH EXPOSURE P=CeCgQs Ce = • w �- .Cq Qs= P=( .fob )( �. 3 )� 1'�.s )( /.V )_ 10.71 PSF SOILS ASSUME Ism, PSF MATERIAL BASE VALUES . #2 DFL = Fb = 875 PSI SINGLE #1 DFL Fb = 1000 PSI SINGLE S.S. DFL = Fb = 1450 PSI SINGLE POST (LAMINATED) = Fb = L!2 HEN FIR 850 PSI E =1,300,000 Psi POST (SOL &4 N)= Fb = #iHESIFIR WPS1 E =1,3Mv PSI .'�T ('W SAWN) = Fb =12 HEM FIR 525 PSI E =1,10x000, PSI LOAD DURATION WIND. = 1.6 { Fb ONLY ) SNOW = 1 FROM : Mac—Co Metal Bldgs. MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1463 PHONE NO.,: 5303651403 Sep. 23 1998 01:56PM P28 a JOB NAME _ -- Sows SIZE 2-4,c 49 4,1a-� SHEET N0. %0..._ .. OF 1$ -- CALCULATED BY DATE CHECKED BY DATE GIRT ANALYSIS �a O r� BAY WIND LOAD = 1a0y7 3 PSF LOADING PER FT. PLF ALLOWABLE BENDING (' 1O ) (1.3) ( PSI Mom = ( 7-1 -St ) ( 11— ) _ ( 12 SReq'd = ( 4doU I ) 3498 = 1. 17 IN3 S = 2X6 FLAT = 2.06-1N3 S = 2X6 EDGE = 7.5fi IN 3 USE 2X6 S. S • DFL 2'-0" ON CENTERS MYTIA L -WALL SECTION ,.ASSU EAVE HEIGHT LOAD T. ( ) ( . ) = PLF Mom = ( SReq'd = ( ) + = IN 3 LOADING -- > X 6 > USE 2X6 T NAILS IN WITHDF 1:6d NAIL 2X6 + 2.06 = 9.62 IN TION ;IRTS Z.06 = IN3 --IN > IN 3 FROM : Mac -Co Metal Bldgs. MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PURLIN ESIG PHONE NO., : 5303651403 Sep. 23 1998 01:56PM P29 JOB NAME' l._La, OF. CHECKED BY DATE # SNOW LOAD fa` -D BAY 0), D ON CENTERS LOAD= ( 2`Z.5 ) { ,1. o ) _S PLF Fb=( .14Sb )(1.3) (1.15)( B, ss ) _ �q92- PSI Ism= 12 ) +B= 9-12,0 1 S.-Req'd-= IN 3 S = 2X6 EDGE =1.56 W. s USE OR 1-4 OIC END RAFTER DESIGN u fie IT SPAN LOADING M SPACING 12 )l= IN.: S- - 3 - IN. USE 13 DFL POST DESIGN SOLID. POST Fb = #1 HF = ( 950 } ( 1.6) = 1520 PSI SOLID POST Fb = #2 HF!m ( 525 ) { 1.6) 840 PSI LAMINATED Fb = 2X6 02 HF = ( 850 } ( 1.3) ( 1.15 ) ( 1.6 ) = 2033 PSI LAMINATED Fb 2X8 #2 HF = { 850 ) ( 1.2) ( 1.15 ) ( 1.6 ) = 1876 PSI WIND PRESSURE %D "79 PSF Q BAY, ��'- O EAVE HEIGHT .w = ( .ro.-�� ) (�a. o PLF (12) = 8 = a"a�'7 e--. V S Req'd 33. IN 3 FOR LAMINATED POST USE ____PLY ZX #2 HEM FIR - 8= IN3 . .FOR.SOLID POST USE (04(s. # 2-' HEM FIR ( ROUGH SAWN) - S= 31o. O IN 3 FROM Mac -Co Metal B1dgS. MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PHONE NO..: 5303651403 Sep. 23 1998 01:57PM P30 SIZE OF 1 S C�,I.�ULATED BY_ DATE CHECKED BY DATE EMIR TRUSS CONNE00N DESIGN FOR 2�• i7 SPAN; i2 -0 �BAYS, .2-U #SNOW LOAD. VALUE FOR 3W BOLTS, DOUBLE SHEAR 3" IN MAIN MEMBER PERPENDICULAR TO GRAIN = (1130) (1.15) = 1299# PARALLEL TOGRAIN = ( 2190) (1.15) = 2518# VALUE FOR 16d COMMON NAIL = ( 122 ) ( 1.15 ) = 140 # LOAD = ( 24 (-.�) = 3�0 # 2 CONNECTORS _ 3/4" BOLT(S) AT TRUSS = 3/4" BOLT(S) AT BLOCK = # f to 16d NAILS = 2---40 # USE 4- NAILS IN TRUSS HEEL AND 4 NAILS IN. BLOCK ON EACH SIDE OF POST TYPICA,D-MasscoNNECYfON . LOAD = P ( ) ( ! ) ( ZZ.,5 # TOTAL 16d NAILS REQUIRED = 140 = _ ,NAILS. USE NAILS AT RAFTERJO POST = ( (o ) ( ILIO ) ( 1 ' ) = 940 # . USE 3/W' 4A", BOLT AT T(�n.tSS USE NAILS IN BLOCK TOTAL 213 # ENDWALL RAFTER 8 ALTERNATE END RAFTER CONNECTION 01� LOAD '= P 2 TOTAL 16d NAILS REQUIRED = + 140 = = NAILS USE NAILS AT RAFTER TO POST = ( ) ( ) { ) _ # USE NAILS IN BLOCK TOTAL # FROM Mac -Co Metal Bldgs. MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365.1403 FOOTING DESIGN PHONE NO, : 5303651403 Sep. 23 1998 01:57PM P31 JOB NAME JVD. CJS 3¢E 2I )C 4$ 4122 OF SACCULATED BY. D..�I� CHECKED kY _---PATE �2�BAY,SPAN, EXPOSURE +J_, _l0 MPH WIND SPEED, # SNOW LOAD . «,PSF SOIL, 1/2" MOVEMENT ALLOWED,rJS7 TLF6T.JE� CONDITIONS LOAD DURATION WIND 1.33 FORBEARING -ROOF 'LOAD = 2 # WALL LOAD = (%- ) ( ��- ) (2.5) TOTAL BOO # f1 A ;MS UME--0 DEPTH ALLOW BEARING 3.O - 1.0) (.20) + ISM? FROM : Mac-Co'Metal Bldgs. soL_%S PHONE NO.,: 5303651403 Sep. 23 1998 01:58PM P32 �T LITERAL ANALYSIS, f METHOD I f EXPOSURE B. ! 7 S MPH MIND LOAD f LOAD DURATION FACTOR 1.33 WP PSF Z l,.-7) 8a2 -y &F: 3 I. pt,r ►L' USIs *W fob - /001 PAF SHEARIFT.= (1 (1�3v.1 pLF ` —'�3 � n►Fr31� fSg1. USE PLV 1_ T SHEARIFT. = '. 1.33 f LF 24 PLF /►1 F,5A 111 !. USE 6 w %11 PLF FROM : Mac -Co Metal Bld9s. PHONE NO..: 5303651403 ?l-' 46e-Zg Zed 7W" -706 ce,Y;,cr""#1-07 P Sep. 23 1998 01:58PM P33 Licuo Dt Vt D 3 Co<.t,ititI'S Iqw- �uS �- Aaa& or - oz- _ .... �'y Ploµ LL•S.G. 7 c. M �. ..._. R M a � m m m M N CL w U) 2x'6 .:MS:R 1. 60 -EAVE' GIRT W/ 2--20d . EA.. ENO (TYP) .: 2x6 MSR -1650 OIRTS W/ 2-20d EA ENO (TYP) 1 1 f 2" CAD PLATED #10 SCREWS 0 p" C.0 (TYP) INTERIOR �� IM ! u 1 1 1 • 29 go. 0.0150" GRADE E STEEL FASTENED W/ l 1/2 CAD PLATED #10 SCREWS ® 9" O.C. -(TYP) ♦ ', I � I� N� 1 1 3-1 1/2" CAD PLATED 1 u N a 1 1 #10 SCREWS ® PANEL. II ( EDGE ® EA PVRLIN 0 II / di SKIRT BOARD (TYP) 11 q u ♦ 1/2" CAD PLATED H-1 10 SCREWS • PANEL 2x 1 0 P.T. HFIR LAP • EA PVRLIN SKIRT BOARD o SKIRT BOARD (TVP) END EA (TYP) 1 P 11 � n M 1 ,. -ROUGH SAWN � ' 6x6 COLUMN (TYP) , EW101 FROM : Mac -Co Metal Bld9s. PHONE NO, : 5303651403 Sep. 23 1998 02:01PM P36 so so 230900 3 0 0iVlal., l.V. t VA.. -t . Lix - •`BTM CHORD - 120 IN. OC TRUSS. SPACING.- 6s1211 B 'S #b g DEAD (PSF) TOF. CR'D 40.0 S-0 2 (- 6x0 69 ~ TOTAL 40.0 0.0 40.0 rsrern ronc£S (LLS) TOP CHORDS G A -G '9029 C G -B • 7051 C 3-07.05 0x20= recpr-d 6x20= C A SN Q F �! II Oxl!= 1x611 S1 20G-ROBB•AS-0x16 = TC' 11-10-08 11-10-08 SC } 23-09-00 23-09-00 PLATING CONFOR7(8 SO Inc FOSESz 1. TRUSSES rmmFACTV= B1 - bniSeaz -- version 39.7.3 RUN DATE, 0=29-97 (I -CRO) APPROVAL 06994 NAIL VALUE FOR GREEN D.F.L. SYSTWO PLOS ANDERSON.CA_ CS2 ' SIZE LL'Y.BSR FB PLATES - 26 GILUCE ROBBINS 2. ANALYSIS CONFORM .ZO VAC (IPI -.05. TOP 0:74 2X 4 DFL -918 1390 GRIPPING 276-233 PSI PER PAIR INCLUDES 15.01 INCREASE 3. TRUSS is DBSIG>s?>iD FOR BTM 0.84 WBS..O.95 2X 6 DFL -SS 2X ! DFL -STAN 1805 550 TENS20N 1165- 400 PLI PER PAIR NO CEILING IAP.P.:. :. SHEAR 761- 450 PLI PER PAIR 4. PREVENT TRUSS ROTAZION AT' EXCEPTICTIS: 6 DF' N1 1300 ALL 19TJ►RZFCr LOCA=I- G-E 2x ..- E-A SZNt AS G -E IMSER STRESS INCREASE: 15.0% LATSRAL,BRACIIdGz 9515 T E -D TOP CHORD - 'ON" weaw mm'a. C. •`BTM CHORD - 120 IN. OC TRUSS. SPACING.- 72.0 IN.-. JAmb c Lm DEAD (PSF) TOF. CR'D 40.0 S-0 SIX Clip 0.0 3.0 TOTAL 40.0 0.0 40.0 J? TTPE PLATE SIZE X Y A 2001 0.00 x20.00 16.0 5.5 B 300IR 6.00 X12.00 CTR CTR C 2001 0.00 x20.00.16.0 S-9 D 1001 1.00 X 4.00 CTR CTR E 1070 0.06 x14.00 CTR CTR F 1001 1.00 x.4:00. CSR CTS a 1050 6.00 x 8.00• CTR CTR H I m 6.00 X 4.00. CTA CTR PLA2ES - 20 GAUGS RODB•H5 GRIPPING 312-246 PSI PER PAIR INCLUDES 15.01' INCREASE i PBA PAIR SUCR PPORT'ITERIA - - TIMSIOF levy- 731 V. S1-£ 9515 T E -D I REAL? WIDTH JT REACT WIDTH SHEAR 1066- 732 PLI PER PAIR LBS IN -SX LBS IN-Sx A 3420 3-30 C 3420 3.10 JT TTP£ PLATS SIZE x Y -�� $1 1101 8.00 114.00 CTR 0-0 LEFT RIGHT •• SPLICE 91 •• RZOVIRSS BLOCI wtzi . DIN - 36X OIN - 39X 2158 ? E -H 2887 C R •PLATE IS ROTATED BY 90 DEG rsrern ronc£S (LLS) TOP CHORDS b •re4r1 A -G '9029 C G -B • 7051 C V 8-A - 7051 C R -C • 9828 C recpr-d BOTTOX CHORDS A -F 9525 T F -SI - 9535 T S1-£ 9515 T E -D 9535 T D•C • 9535 7 vEBS P -C T G-9 - 2807 C 9-9 2158 ? E -H 2887 C D -H . • 107 T DL -.LL DSFL . 0.63' IN V-9 rl. DEFL 0-52. 4 BRG-SPAN/360 SPAN%DEFL (D1•LL'� • 454 .C7V11:<:: � Or. ca►� 08/31/1998 10:48 7074646943 s Memorandum t L� J R9 AP.CHITECTUPE 1 PAGE 01 To: Michael Mooney CC: Mao -Co Metal Buildings From: Jeff Mitchell Architecture 707 464 6943 7111 street Creaftl Clly Ca. 95531 Dab: August 31, 1998 Re: Solis Metal Building Mr, Mooney we spoke Friday about the Solis Building. I have received your letter and I am addressing those comments below. As we spoke Friday, this building is actually being designed with shear walls and a roof diaphragm, not cantilevered post design. Please refer to the enclosed information done by an independent testing agency for values of the walls and roof. I hope this clarifies our structural calculation method, but please feel free to call me if you have any questions or comments. Also with regard to the design wind speed t believe we have submitted revised calculations to the ` building department now using 75 m.p.h. 1. 1 We use 1.2 for Cq because we column is now a wall element and not a main force resisting frame. The main force resisting frame is the shear walls and the roof diaphragm. 2. The 1.6 multiplier, is the wind load duration. factor. 3. We are including the information for using the roof as a diaphragm therefore the maximum bending would occur at the mid point of the column. 4. Again we are using shear walls and diaphragm roof therefore the wind load is on only one post. 5. The building is a diaphragm building with shear walls_ We have sent revised calculations to the building department with the�reviBed wind loads at 75 m.p.h. 6. 1 believe, with these clarifications and the revised wind load pages, the calculations provided will make sense. Please call with any further comments. 1 i r ( 1 f 4 s Memorandum t L� J R9 AP.CHITECTUPE 1 PAGE 01 To: Michael Mooney CC: Mao -Co Metal Buildings From: Jeff Mitchell Architecture 707 464 6943 7111 street Creaftl Clly Ca. 95531 Dab: August 31, 1998 Re: Solis Metal Building Mr, Mooney we spoke Friday about the Solis Building. I have received your letter and I am addressing those comments below. As we spoke Friday, this building is actually being designed with shear walls and a roof diaphragm, not cantilevered post design. Please refer to the enclosed information done by an independent testing agency for values of the walls and roof. I hope this clarifies our structural calculation method, but please feel free to call me if you have any questions or comments. Also with regard to the design wind speed t believe we have submitted revised calculations to the ` building department now using 75 m.p.h. 1. 1 We use 1.2 for Cq because we column is now a wall element and not a main force resisting frame. The main force resisting frame is the shear walls and the roof diaphragm. 2. The 1.6 multiplier, is the wind load duration. factor. 3. We are including the information for using the roof as a diaphragm therefore the maximum bending would occur at the mid point of the column. 4. Again we are using shear walls and diaphragm roof therefore the wind load is on only one post. 5. The building is a diaphragm building with shear walls_ We have sent revised calculations to the building department with the�reviBed wind loads at 75 m.p.h. 6. 1 believe, with these clarifications and the revised wind load pages, the calculations provided will make sense. Please call with any further comments. 1 PROACT PROCESSING RERD APPLICANT: . OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP - ALL go) INED YLW.. pne-11" r A,06-lw U4 i 4r Ae., �C SeA, r(att 3 .-Nkt .._ � - ►10�,�.c � d�� /�Jl�, � a � t l"�2 �o�S (� cX/l...0 \ lel. The attached F+re 5819 �qulramaF:�s' st be comdp!� R VIkjVVED BY BUTTE Co.. of FORRy�r., CC CALIF. DE. o approved as submitted approvedwith conditions -,a.,..`l) r r!%Whet. (/, 7-Zy& . 3 BEP Rove Date J Tbi8 sat ofp , � ca 1W Cn dept on tha job at a times and it is nA t make my changes or alterations on S&writ`uen permission �eom the e `Goic>►r m, 0ounty of DaM. B01AJ r �C, ALL STRUCTURES' AND EQUIPMENT INILUDING OVERHANGS SHALL BE CLEAR OF ALL EAST MEN S. A SET BACK OF c7 FT. FROM THE S 7E AND )coo( aFT. FROM THE REAR PROPERTY 1-1 ES AND \S(� FT. FROM THE ROAD CEN -T' ii.- w4E SI f.Q t' 8E CLEAR OF ' 1UCTUREQUIPMENT EXCEPT FORA2FT-EAV.rc-H -TANG. Z ,R h a s A�.v � W v, �� �. NOTE: AH Materials & Workm1ansbip BhaU Be I Accordance with Recognized Good Practices ar. of a Quality prescribed for the Specified usd in the Uniform Building, Plumbing & Bdechani Codes and the National Blactricel Code. . ALL STRUCTURES' AND EQUIPMENT INILUDING OVERHANGS SHALL BE CLEAR OF ALL EAST MEN S. A SET BACK OF c7 FT. FROM THE S 7E AND )coo( aFT. FROM THE REAR PROPERTY 1-1 ES AND \S(� FT. FROM THE ROAD CEN -T' ii.- w4E SI f.Q t' 8E CLEAR OF ' 1UCTUREQUIPMENT EXCEPT FORA2FT-EAV.rc-H -TANG. Z ,R h a s A�.v � W v, �� CDF FIRE SAFE REQUIREMENTS -7Z /—D� —32- 91f -773-r �L[S /2►S AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [)6 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [,V] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of I_ curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- Y 100 feet radius; 2 feet to those from 100-200 feet. [Y] 2. The length of vertical. -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. T[ 1273.05 Turnarounds. If required, will have a minimum turning radius of•40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 o;f .3 AP # PERMIT # NAME Other Requirements [ ) If Building Setback is 15 to 30 Feet: Class A or .B roof Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves Interior automatic spri_ikler system per NFPA 13D - Glass area not ,to exceed 110% of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 A 7i- Ds-- 3 Z i'',/73se— SoL�s �4c; AP # PERMIT ,# NAME [y] .1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 4.00 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [1� 1. Gate entrances shall be at least two feet wider than the roadway it serves. [N 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. ( J 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. �] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�J 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction., road and driveway construction and fuel modification shall ba completed prior to completion of road construction �r fi:ial inspection of a building permit. Page 2 of 3 3'X6'8" WALK IN DOOR O ^� \ / 5 — 2X6 S.S. DFL PURLINS 2' O/C O 12" T -VENT 10X10 O.H. 4" CONCRETE DOOR FLOOR W/ FIBERMESH 12' — PLAN VIEW �7 BUTTE COUNT'S NOTE: ---Ali Materials & Workmanship Shall Beit, Accordance with Recognized Good Practices and SUR DWO pepA a quality prescribed for the Specified use in the iform Building, Plumbing & Mechanical Codes and APPROVED the National Electrical Code v� M n 00�. S2. 5 c''. 0 �o—tn _�uSa m CO O 40 w � oc�,C FRONT ELEVATION FZo°g c, 12X10 SLIDI DOOR s C-25065rn ?'7R • 5'4 wAL' A: NOTES - POST SIZE 6X6 #2 HEM FIR PRESSURE TREATED MAC -CO METAL BUILDINGS FOOTING SIZE ❑ 18" DIA. X 3'-0" DEPTH 24'X 48'X 12' AG STORAGE FOR FOOTING SIZE ■ 18" DIA. X 4'-0" DEPTH IRIS & DORIS SOLIS SNOW LOAD 20 PS WIND LOAD 70 MPH 5406 HIGHWAY 162 OROVILLE, CA 95966 530 589-0399 ql_(83-17 3Y AfO 724SD63Z �1 48' 12' 12' 12' 3'X6'8" WALK IN DOOR O ^� \ / 5 — 2X6 S.S. DFL PURLINS 2' O/C O 12" T -VENT 10X10 O.H. 4" CONCRETE DOOR FLOOR W/ FIBERMESH 12' — PLAN VIEW �7 BUTTE COUNT'S NOTE: ---Ali Materials & Workmanship Shall Beit, Accordance with Recognized Good Practices and SUR DWO pepA a quality prescribed for the Specified use in the iform Building, Plumbing & Mechanical Codes and APPROVED the National Electrical Code v� M n 00�. S2. 5 c''. 0 �o—tn _�uSa m CO O 40 w � oc�,C FRONT ELEVATION FZo°g c, 12X10 SLIDI DOOR s C-25065rn ?'7R • 5'4 wAL' A: NOTES - POST SIZE 6X6 #2 HEM FIR PRESSURE TREATED MAC -CO METAL BUILDINGS FOOTING SIZE ❑ 18" DIA. X 3'-0" DEPTH 24'X 48'X 12' AG STORAGE FOR FOOTING SIZE ■ 18" DIA. X 4'-0" DEPTH IRIS & DORIS SOLIS SNOW LOAD 20 PS WIND LOAD 70 MPH 5406 HIGHWAY 162 OROVILLE, CA 95966 530 589-0399 ql_(83-17 3Y AfO 724SD63Z �1 FROM Mac -Co Metal Bld9s. l 0. PHONE NO. 5303651403 REAR ELEVATION Oct. 01 1998 10:53AM P2 r 1f RIGHT' SIDEWALL ELEVATION FROM Mac -Co Metal Bldgs. PHONE NO. : 5303651403 2WI �� %0 Oct. 01 1998 10:54AM P3 FOUNDATION PLAN 6X6 #2 HEM FIR P.T. POST ROUGH SAWN 2-2X6 P.T. SKIRT BOARD 2% GRADE 5' ALL AROUND THE BUILDING _ _ 11 m�ul� r? 4" CONCRETE SLAB FLOOR GRANULAR LEVELING COURSE u=ul=ul- =III -111- I1 -111a -III= USE MIN. 20-20d COMMO 1= GALVANIZED NAILS IN POST TO CONCRETE Cr m mow f -r� USE MIN. 2500 P.S.I. "r CONCRETE 4 FOO.TlNG DETAIL 11 CQAW�kaN 4-16d NAILS 3/4" M.B. /k307 ,I MANUFACTURED TRUSS EACH SIDE OF POST - ENGINEERED BY MANUFACTURER TIGHT FIT -16d NAILS 1-1/2" CLR. TYP. 2X6 CORBEL W/ 4 COW& W k LS P.T. POST (ROUGH SAWN) tox( 02 Rem f;(,. 1 TRUSS HEEL CONNECTION 6-16d NAILS n 3/4" CARRIAGE BOLT j}ap% -' -25065 ° 7`N -W •, (P\ RENEWAL Q. DATE ° OF C AU. MANUFACTURED TRUSS OUTSIDE OF POST - ENGINEERED BY MANUFACT�U-RER 8UWW DEPARTMEN � 2 P.T. POST (ROUGH SAWN) APPROVE END TRUSS HEEL CONNECTION 2X6 GIF r 2X12 DOOR HEADER NAILED W/ 3-16d EACH END (TOENAILED) 16d NAIL @ 12" O/C K6 HEADER P.T. POST 3 DOOR HEAD DETAIL nolwlz V P.T. POST ROUGH SAWN ` ll.� 1,Ap 02 ftemAil PT C-25065 • � 99 N�A RENEWAL 2-2X6 P.T. I DATE SKIRT BOARD CA1-�F� 4" CONCRETE SLAB FLOOR 2% GRADE 5' ALL AROUND THE GRANULAR LEVELING BUIL COURSE iii=ui=ui=m=iu=iu=iu m=m=iii=m= iu=iu=m=ui=iii=I iii=ui=ui=iii=ui=ui o 01=01-°�- USE MIN. 20-20d NAILS ui=iu=m= =m=iii=iii=m=iii =m=ui= iii=iii= ui mig= IN POST TO CONCRETE • — COMMdI✓ IfMLS v USE MIN. 2500 P.S.I. 0 o CONCRETE v ih BUTTE WUNTY v BUILDING DEPART IVIM11 4 APPROVED 18„ FOOTING DETAIL G,7 6 � Is FROM Mac -Co Metal Bldgs. 2X4 TRACK BRACING NAILED TO 2X12 @ 1- O.C. W1 I 6cf COMMON NAILS & 3/8"X 211; CAD PLATED LAG SCREW -24" O.C. PHONE NO. 5303651403 Sl 2X6 S.S. DFL GIRTS aQ 2' O/C NAILED W/ 2-16d COMM( NAILS EACH END 2-2X6 P.T. SKIRT BOARD NAILED W/ 2-1 COMMON NAILS EACH EI Oct. 01 1998 10:56AM P7 -? 63, 12 2X12 DOOR HEADER NAILED Wl 6-16d COMMON NAILS EACH END. 6X6 #2 HEM FIR P.T. POST 7 . = f TYPICAL GIRT CONNECTION FROM Mac -Co Metal Bldgs. PHONE NO. 5303651403 Oct. 01 1998 10:56AM P8 PURLINS 2` O/C 2X6 S.S. DFL. r . END TRUSS PURLINS MANUFACTURED TRUSSES 2' O/C �� ENGINEERED BY MANUFACTURER RIDGE TRIM MANUFACTURED TRUSSES ENGINEERED 1 2X6 S.S. DFL. ENGINEERED BY 29 CA STEEL BY MANUF.ROOFING GIRTS MANUFACTURER - GABLE TRIM 2X6 S:S. DFL 2X6 S.S. DFL GIRTS yam- 4,' CONCRETE SLAB FLOOR GIRTS 2' O/C @7O/C 29 GA. STEEL .. ... ... .. ... . 3-16d COMMON - -"" ' '-" " "' SIDING a' NAILS.EACH BASE ROCK TYPICAL END TO POST CROSS SECTION CORNER 2=2X6 P.T. TRIM SKIRTBOARDS —� COMMON ' NAILS NAILS EACH TYPICAL ELEVATION END'TO POST O -2X6 S:S. DFL PURLINS 2` O/C r . MANUFACTURED TRUSSES 2X6 S.S. DFL. ENGINEERED BY GIRTS MANUFACTURER @2'O/C N 2X6 S.S. DFL GIRTS yam- 4,' CONCRETE SLAB FLOOR @7O/C .. ... ... .. ... . a' BASE ROCK TYPICAL CROSS SECTION FROM : Mac -Co Metal Bldgs. PHONE NO. 5303651403 Oct. 01 1998 10:57AM P9 MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365.1403 DESIGN CRITERIA ROOF -LOADS D.L. = 2..5 PSF 2b PSF T.L. = ZZ . !� PSF 0 JOB NAME, $BEET NO, OF CALCULATED BY _... DATE ---._..__.......... CHECKED BY _ DATE_:.. - _..... . WIND LOAD PER U.D.C. :DESION WIND.SPEED = 7 S MPH EXPOSURE FT. P Ce Cq CIS 1, Ce = (0 3- . Cq = 1. �— cui�-t..t� a✓L..����1'f'r P=( lO�- )( 1. )( lq, )( l.� )_ �v.79 PSF SOILS „ASSUME /SOU PSF MATERIAL BASE VALUES 42 DFL = .Fb = 875 PSI SINGLE #1 D.FL = Fb = 1000 PSI SINGLE S.S. DFL = Fb = 1450 PSI SINGLE POST JLAMINATED)= Fb = 02HEMFR 850PSI E --1,300,000 PSI . PMT (S.IDSAM)= Po -- #I HEMFR *DPSI E =1,300,000 PSI pmT,0OIIDSAWN)= Fb;; #2 HEM FIR 525PSI E =1,100,000 PS♦ LOAD.DURATION WIND :=: 1.g (Fb ONLY) Au, on4ems Ila I.SuroE>�-SE =1.33 . SNOW m FROM : Mac -Co Metal Bldgs. PHONE NO. : 5303651403 Oct. 01 1998 10:57RM P10 MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 JOB NAME 1 ! S, SIZE 2q A 49 .c i�-� SHEET NO. 10 of 11. CALCULATED BY DATE GIRTANALYSIS /;' D n, BAY. WIND LOAD _ 1D, 7 9 PSF LOADING PER FT_ 0 ) =_—A : $ PLF ALLOWABLE BENDING ( 14S0 )(1-3)( PSI Mom = ( 21 -S% + - 3988 . )( IY )z ( 12 ) 8 SReq'd = ( ACU I ) + 3j88 = 1. 17 IN 3 S = 2X6 FLAT = 2:06. IN 3: S = 2X6 EDGE = 7.56 IN 3 — > USE 2X6 5.5 • DFL 2'-0" ON CENTERS TRY FULL WALL SECTION ilk ASSUE * EAVE HEIGHT LOAD ( ) ( ) = PLF Mom= ( )z ( ) 8 = SReq'd = ( ) + '�� = IN 3 LOADING > Ix 6 ?0 USE 2X6 T -GIRT AT -NAILS IN WITHDRAWAL USE ; S = 7.56 + 2.06 = 9.62 IN 3-:. FT. WALL SECTION H OTHER GIRTS FLAT = X 2.06 = I0 . . TOTAL = IN 3 > IN 3 W/ SINGLE 2X6 DFL GIRTS 2'-0" O/C 2 lSd NAIL (. 40 ) (.1.33) = 53.2 X ~ FROM : Mac -Co Metal Bldgs. MAC -CO META! BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PURLIN DESIGN PHONE NO. : 5303651403 Oct. 01 1998 10:59AM P1 JOB NAME... .�I=LS .._. __.. s� 8 SHEET NO. i r OF 18 CALCULATED BY DATE CHECKED BY DATE # SNOW LOAD 44 - 0 ` BAY a� - D ON CENTERS LOAD = ( *22. 5 PLF Fb=( 14�0' )(1.3) (1.1.5) q}-- PSI ma:46 02. N t2 ).g: 9-120 1 S Req'd + �- _ .3.40 IN 3 S = 2X8 EDGE - ?..%K 3 u USES 5, S. pFl 2`f oc END RAFTER DESIGN U,66 TiL�.e S S SPAN LOADING ----?SF SPAUNG, Ilse:( W 1( Y( 9 )+8= Y S Req'd = + I ( ( ) ( ) l = S= IN. USE 6 DR POST�GN SOLID POST Fb = #1 HF = ( 950 ) ( 1.6) = 1520 PSI SOLID POST Fb = #2 HF - ( 525 ) ( 1.6) = 840 PSI LAMINATED Fb = 2X6 #2 HF = ( 850 ) ( 1.3) ( 1 A5 ) ( 1.6 ) = 2033 PSI LAMINATED Fb = 2X8 #2 HF = ( 850 } ( 1.2) ( 1.15 } { 1.6 ) = 1878 PSI 'WIND PRESSURE PSF BAY, /�2.- O " EAVE HEIGHT M=C.E29.S ) ( /,�L )s (12)''8= -7x"72- 'fit FOR: LAMINATED POST USE PLY 2X #2 HEM FIR - S=. INS ::..FOR SOLID POST USE 60 i FROM : Mac -Co Metal Bldgs. MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 365-1403 PHONE NO. : 5303651403 Oct. 01 1998 10:59AM P2 JOB NAME SOU S SIZE 7-4',A x 12r� SHEET NO. 12— OF i S CALCULATED BY DATE F O -S 119 m W0N-.RE_Cft- DESIGN FOR 2-14'. O SPAN. d -0 �BAYS, U # SNOW LOAD .VALUE FOR 3/4" (� BOLTS, DOUBLE SHEAR 3" IN MAIN MEMBER PERPENDICULAR TO GRAIN = (1130) (1.15) = 1299# PARALLEL TO GRAIN = (2190) (1.15) = 2518# VALUE FOR 18d COMMON NAIL = ( 122) ( 1.15 ) = 140 # LOAD 2 CONNECTORS _ 3/4" BOLT(S) AT TRUSS= 3/4" BOLT(S) AT BLOCK 16d NAILS USE „ NAILS IN TRUSS HEEL AND 4 NAILS IN BLOCK ON EACH SIDE OF POST e TYPICAL -END IVUSaSCONN�E-C �N LOAD = P 24Ap'wU # TOTAL 16d NAILS REQUIRED = + 140 = _ NAILS USE .�NAILS AT RAFTED TO POST = ( (e ) ( 140 # USE i 3/4" dAg:QAW BOLT AT TPuSS = ( ( )(12,q-1)( ( ) = iz4� # USE NAILS IN BLOCK = ( ) ( ) ( ) _ # TOTAL 2139 # ENDWALL RAFTER & ALTERNATE END RAFTER CONNECTION LOAD. =P( )( )( 2 TOTAL18dNAILS REQWRED = + 140 = USE: -------.,NAILS AT RAFTER TO POST = ( ) -USE. NAILS IN*BLOCK = ( ) ( ) )_ # = NAILS )_ # TOTAL # FROM : Mac -Co Metal Bldgs. MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (916) 36S-1403 FOOTING DESIGN PHONE NO. : 5303651403 Oct. 01 1998 11:00AM P3 r JOB NAME 5C&A OF IT . CALCULATED BY . „ Q&T CHECKED BY _ DATE BAY, Z4�2:SPAN, EXPOSURE MPH WIND SPEED, -251—* SNOW LOAD. PSF SOIL, 112" MOVEMENT ALLOWED, dZ#->SrT44% JCM CONDITIONS. .LOAD DURATION WIND 1.33 fOR BEARING ROOF LOAD = c 2 # 2 WALL LOAD JQ- ) (2.5) TOTAL 510Dp # ASSUME �DEPTH ALLOW:BEARINO( JSb0 ) ( 3,p - 1.0) (.20) + ISr� _ 2100 PSF PIER AREA REQ'D ( c�CoO� ) _ �' SQ. FT. Zoo' .:.PIER DIAMETER READ = (. -11 DIA. X 3 "a DEPTH-: .785 CHECK FOR WIND PSF . M=( !0•�) ( �� ) ( I'7- )_ • 8= %133 � (1.33) _ SA5 PSF ..DEPTH :REQUIRED = (4.25) (2330. USE..FORBeAal DIAMETER X DEPTH . FROM : Mac -Co Metal Bld9s. S&L, S PHONE NO. : 5303651403 Oct. 01 1998 11:00AM P4 LATERAL ANALYSIS I METHOD I I EXPOSURE ! S MPN WIND LOAD I LOAD DURATION FACTOR 1.33 WP - ( . b ) ( i • �i ) ( y . S ) t /, o ) _ /j.7 PSF 2 f 1-4 1 LtL1� 8yz.7 AF - ?• A,r- vie C -w 1 of . 1 8' - r SHEARIFT. S3 PIF . 1.33. NF3A rSiL USE E'" �'t a > w PLF SHEARiM = 3 PL!` a 12.11-PLF . NFrSA ��tiL . USE uy ti I I c L53 PLF . FROM : Mac -Co Metal Bldgs. PHONE NO. : 5303651403 f2evi aav 76ok$ Oct. 01 1998 11:01AM P5 15 rbI$ -f, P 15Y (Cia . P%� �3 V 4 Z: VO m M m a Lo L0 M U O N O r Z O 2 a N rn im 4J Y v u U f� LL b n N 2--20d EA END (TnP) 2x6 MSR 1680 •. GIRTS W/ 2-204 EA ENO (TYP) 29 ga. 0.01 SO" GRADE E STEE1 FASTENED W 1/2" CAD PLA EQ _1O SCREWS 0 0- O.C. (TYP) 3-1 1/2" CAD PLATED #0 SCREWS 0 PANEL EDGE 0 EA PUR IN do SKIRT BOARD �TYP) tt 2x 10 P.T. HF'IR SKIRT BOARD 11 W/ 4-20d () EA ENO (TYP) q d II ROUGH SAWN 9x8 -COLUMN (TrP) 1 1/2" CAO PLATEC #10 CREWS. 0 w b (TYP) INTERIOR -� 1 1 I/ � 1 1 Ie �� e 11 1 1J 1 '/ J —1 Ile CAO PLATED LAP s0 ELAS PURI NEL & SKIRT BOARD �TYP) :� :ii4'�J I[:�% t. �Y':'�'[.'��"•,S�Y���'<x•.Q yy..G: ?'�.,'�i_ C. �ys'<r`;�'i''✓ '�.ic� �s.1��'Ir,-,�%%'`�"�.:�`•`��'r.,<'3s":a%:� SHvS��'cil.�ri7,i Um II i.�'c. LJ.7i....;?`;:','-vw. 11 Uzi EWE .+is::['r.+:::ri:,-:<.nic;i:E::•.k . •,;fY.::y E:£:o:•,::bfl.v 3�J � .II Ir J FROM Mac -Co Metal Bldgs. PHONE NO. nnnls s� --- --- 1 -- -w v•.•-Wf1itV0 50 80 230900 3 0 p ..T 3-07.05 1 : 5303651403 Oct. 01 1998 11:03AM P8 6x7,4 II 8 ,10 • •s IX4 fl 0x14= 1X4 !I =� S1 200-R088•a5-0x14 = -- - DC ---as-iV-V• 23-09.00 D -C - 9515 T • x7:85. 23-09-00 T:' 0-$': • 200? C ValSter --Version 39.7.3 PLATING COt1FoRm TO Use 7P01SSc RUN,DATEe 0=29-97 (ICBO) 7►PP1tovu 44996 1. TRUSSES MANUFAt.`1' m BY - CSI $122. LUMBER FII lU1IL VALUE FOR, GREEN D.F.L. SYSTEMS PLUS ANDERSON.CA.- TOP. 0.74 21 f! DFL -s18 1366 PLATES' - 20 GAUGE ROBBIlls GRIPPING 276-233 PSI M PAIR 2. Amari I6 CONPOR4, TO USC 87N 6.94 2X 6 DFL -SS 3885 INCLUDES 15.09 INCREASE (Til -is L.7®5-9.11. 3. TRUSS IS DESICro FOR ' x2S 0.95 2X • DFL -STAN 550 EAtCEPYImss' TENSION 1165- 460 PLI Pal! PAIR NO CEILING LOAD. C -E 2X 6 DFL -01 1300 SHEAR • 144. 4SO PL2' PEA. PAIR t. PA>eVEl1T T=9; ROTATION AT Sex• 514m AS c -a JT TYPE PLATE . SIZE z Y ALL SZAMq' LOC'A?I03TS. " LQOdBER .STRESs••IjlCRpASE: 15.09 A 2002 0.00 =20.00 16.0 S:s 8 30018 6.06 212.80 CTA( CTR :L>►TERAI.'•$itACI1lG: TOr :tlloiiD - "EC1?6: �,y"O.G "BTI.• C 2001 0.60 220.06 16.0 S.s D 1001 1.00 x 4.00 CTR CTR �. �i%„ nq Q. C_ , 120TH; OC B 1070 0.00 226.00 CTR CTR l ~+ TRUE$ SOACING.• 72.0 IN. s 1001 1.00 z 6.06 Cm CTA LOOM-LiVS' Q 1050 6.00 z 0.00 CTR CTR Z- ((1es � DEAD (PSF) a 1050 6.00 x 0.00 CTR. CTA l L 4 � • �. TOP •.6w 10 ..0 . 8Tlf C7iD 0.0 3.0 PLATES - 20 GkV= Ro88•ab ..TOTAL'. 40.0 6.0 60.0 GRIPPING 312-246 PBI PER PAIR Imema6 16:0! II7CReAn . tUPPOitT C7tI?1'8ZA1 - 7XXt 0I7 -.10i9- 731 PLI-PIM.PAIR JT .R871CT•: xI.bTa •JI R£1►CT xIDTa SHEAR .1694- 732 PLY ' P13A PAIR Las .'Ill-Sx LBS IN-Sx . A ' 3420 3-.;16 • C 7420 )-SO JT' TYPE PIA76 SIPS z Y 116.00 CTA 0.0 LEFT 'LIGHT•• SPLICE S1 •• RI30UIRS8 BLOCK )iCEL 0177 - 3SX OIN - 39i it• PLATE 19 ROTAT O BY 90 DEG ' i(EMBER FORCES mus) TOP Q(ORas . 'A -G -• 9029 c c -B 7os1 c "(',J{ • B�>(.- • 7091 C N -C 9020 C J smaii cgoRas pw re cord . A•P 9535 T 'F-si . 9535 1 U SI -E.- 9535 T a -D 95]5 T D -C - 9515 T • x7:85. :F -G ... .-307 T:' 0-$': • 200? C x . .2947 C aL•Ll..DEYt:.. 0.63• IN 8-9 bi. DEFL 0:52• ERG-SPAN/360 :SDiN/UEPL'..WL�LL� 4S4 e C+s No. 5262. ' C IVY. : COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMB R 72-05-32 ZONING 1 BUILDING PERMIT OWNER IRIS SOLIS TELEPHONE 589-2309 SO, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 5369 OLD OLIVE HWY OROVILLE 1392 M 25 056 270 C 3,510 CONTRACTOR'S NAME TOM V TELEPHONE 589-3457 216 R 11,016 CONTRACTOR'S MAILING ADDRESS 4996 ROYAL OAKS DRIVE OROVILLE Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ q 39,582 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ' 307.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 153.75 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan rhecking Fee $ 20,00 Penalty $ BUILDING ADDRESS 5372 UINCY HWY OROVILLE Permit fee $ 496.25 PLUMBING PERMIT Filing Fee 15.00 Each Trap 2 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF [R' Duplex ❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.001 S.00 Building sewer 15.00 Mobile Home S G W 615.00 TYPE OF WORK New ❑ Addition Remodel❑ Utilities ❑ Installation❑ Other ❑ Describe work: GARAGE CARRORT & BA'RH _ Permit Fee Na PJUMj05K$ Contractor (j 0® ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in fullforce and effect. License No. 71 Z iK/ Classification - - � Fl 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOAI 37.50 NEW CONST. DWELLING OCCUP.q\ OR ADONS. ACC. BLDGS. // 3.6dsq.ft. 65.70 NEw -0N5TR ULTI.OUTLET NO N•RESID BRANCH CIRC ITS 5.00 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup(UTo LETS OR FIXTURES dA .20 16FIXED APLNSa Ex. OCCup. OUTLETS P(RESID,)REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 80.70 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. .d1 I have placed on file with the County of Butte Building Department IJP a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subjectPermit to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any y accrue again t aid County i cons uence of the granting of this per it. X Date Signature of Appli nt — Owner❑ Contractor❑ Agent An OSHA permit is required for excavations over 5'0" deep and de olitio or construct - ion of structures over 3 stories in height. (�� Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 co ST Y E 1 TOTAL FEE ,S a HAz DFEES IMP FLOOD CDF PARCEL �C/ o ISSUE This permit is hereby issued under the sions of the Butte C' unty Code and/or work indicate- ab a for which fees RE OR �FLIC By Gi! l� PE IT EXPI S Date --�Q applicable provi- resolutions to do have been paid. WORKS / Date �6 Receipt No. ry�J� WHITE-D.P.W.. MELLOW -ASSESSOR. PINK -INS CTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS n? P RMIT 0. 7 County Center Drive - Oroviller California 95965 - Telephone: 916.'538-7541 fl.• �~ APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER % 2 — D,5 — .3 Z ZONING C BUILDING PERMIT OWNER TELEPHONE 5,9—Z SO. FT. OCC.1 BUILDING VALUATION5 9 V OWNER'S MAILING ADDRESS^ -5'-SvO v OV////CC /' .2 0 0 CONTRACTOR'S AME• Cr -/'t uC:So� Tei TELEPHONE s�T-31f � / L i CONTRACTOR'S % MAIL I ADDRE�S)S . �rGi p U leS 4/l CWO Fireplace CONSTRUC ION LENDER UNKNOWN Total Valuation $ 5 Z Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 150 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee C� 2 5 Energy Plan Checking Fee $ oZ O. OQ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS C Permit fee $ 4 q 6917-5 PLUMBING PERMIT Filing Fee 15.00 Coo C Each Trap Z_ 1 5.00 /0-00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 -7.,00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF -R Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 1 15.00 Jr v Mobile Home S G W 615.001 TYPE OF WORK New ❑ Addition [9 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: r Permit Fee $17,06 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service soot/ OR LESS 18.50 200A OR LESS Main service 20CATO1000A, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professions Code and my license Is In full force and effect. License No. Classification 17I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW OR ADDNS. CONST. ( ACWC. BLDG S. ELLING Dc,c PI 364sytt f NEW CON5TR ULT' -OUTLET NON.RESID BRANCH CIRC ITS 5.00 POWER APPARATUS tr\ (SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES A20 7FIXED 6d EX. Occup. OUTLETS (RESID )NS.REA.T 1 3.00 Temporary service j 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ -76 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ ant ❑ An OSHA permit is required for excavations over 5'0" d demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Uv occ CONST TYPE TOTAL FEE $ HAz I DFEES I IMP I FLOOD CDF I PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date a Receipt No. 11635 �✓ WHITE -D. P. W., YELLOW-A99C390 R, PINK -INSPECTOR. GOLDENRODrA PL ICANT ^+�.. . F. n.....•,....r .,.. "�p�''p''i.,'Ji 'plc ' .,rya. rt COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET /f /SPermit No. OWNER3Z/'-5 � /�/� .:54 i._ A. P. No. 77 "dam �2 Proposed Building Use G Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have be.era��ubmitted. 2. Plot plans in fical/triplicate, signed by preparer of plans........ 3. Complete plans In duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ......... ......................... ... . 6. Energy Design Compliance and"supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions A S. 10. Fees of $ '" ll�): Z�................. Y-2- �� 11. Chico Urban Area fees paid ....................................... 2. Park feespaid ............. OCeC,4t Scho District fees paid ............. . Sanitation approval from t9teOV141C Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ....... 18. Improvements may be required. Contact Land Development Section DPW +x 19. Driveway permit (construction approval required prior to occupancy) ►' 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification°(Given to owner ❑, Mail to owner o) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. _Telephone 15" 9-3/-/57and hold for pickup at 400 office. Deliver w/inspector. Other Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: ircle new item not checked above).' Contractor, designer, owner, was adv si ed of above required data by_phone_mail_counter by ..date Contractor, designer, own , was advised of above required data by—phone —mal l—counter by date Plans checked by r Date Plans approved by yDate s of plans on hold in Ile cabinet AP folder Copy—DPW TO Buildinc Department. FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Lotion AP# �. Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.R. for: Wate,Cr� Supply Clearance _or bedroom mobile home. Other . _ r Sanitarian Date 1i �\ o }7b, Z r—A P Lel s�. •D a Ui 4o6l AA va d! XSI � Ln 10 N Q A setback of S f &OM the g: . property lines and a eetbaoka of 50 ft. from the road UI - centerline shall be clear of structures or equipment except for 2 ft. save overhang. c� 1i �\ o }7b, Z r—A P Lel a Ui o � N c� i Q `z FOR h1 7 ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET PACKAGE "A,." (Additions) Owner Sot- 1 S Climate Zone Permit # QZ O -'Floor Area Z/lP ll The following data showing mandatory and required features of Package "A" shall be installed for additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. APPLIES TO NEW AREA CEILING WALL FLOOR SLAB GLAZING SHADING -SOUTH - OPTIMUM OVERHANG ON�El ZONE 16 R-30 R-11 R-11 R-7 U-.65 (Dual) or .36 Shading Coefficient WEST - .36 Shading Coefficient LOOSE FILL INSULATION (Density) R-38 R-19 R-19 R-7 U-.65 (Dual) INFILTRATION CONTROL (Weatherstrip_doors, certified windows, caulking) VAPOR BARRIER (Zone 16). DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT) MAXIMUM GLAZING 16`/, OF AREA PLUS REMOVED GLAZING 4s Sw°1 NEW HEATING, VENTILATING, AIR CONDITIONING AND HOT WATER SYSTEMS,IN CONJUNCTION WITH AN ADDITION SHALL BE INSTALLED AS SHOWN ON BACK, OF THIS SHEET.' 1A. BUTTE COUNTY OTHER BUILDING DEPARTMCN1 12/85 *1 HEATING, VENTILATING, AIR CONDITIONING SYSTEM_ (A) Heating ❑ Central Gas Furnace % (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar ' type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt • rated y -intercept rated slope ❑ Other (describe) *1' (B) Cooling ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump ' EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) DOMESTIC WATER SYSTEM ❑ (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons 2 (tank size) C3* Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft 2 (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load - maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ', cooling load BTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 1 SIGNATURE OF BU NG DESIGNER OR APPLICANT IZ - Z— w Scog 2E►� z 6 c� 4x ►4 z o �. 3VVx ��Z r:o� g� �f C7 �2fO'�� �: �o Cry-�-`�. �•� C, 011 - IP • 0 0 0 0 �5vio-r•e, s"(o A � 2��2 y �. -Zl?- S�rw+ .- e„ Ir=.03 �5vio-r•e, s"(o A � 2��2 y �. -Zl?- BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number `'U✓ -3Z- Building Department No. School District �,�City = County Jurisdiction Property Owner,F- t- / Project Location/Address Subdivision Lot Number Residential Development: / . Sq. Footage �(CJ a] # of Living MHI Addition (Group R)`, Units '4 Commercial/Industrial: D Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date (Floor Plans reviewed by School District Personnel) ��.. District Id No. School District certifies' -that r n C J61-Zo _> (Applicant Name) (Phone Number 5 3 1 � � r o � 1��►n.c� }�,r-v� � . (Street Address) V\ (City) (State) (Zip,Code) has complied with the requirements of Resolution No. T� - g 0-6 (O by the payment of $ N1,8 representing ,2i(,, square feet. oljDistrict Representative A _ to �Z PAID BY CHECK NO. REMARKS: QO , BANK NO PAID BY CASH �l white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) 3 - BSP Roa1� Noo s l 4 6#,gIJ6'kt eAPPROV� illy 'mss GM . RESIDENTIAL 2-05-0-032 T 91-4200 SOLIS, IRIS y CONTR: GRAVISON, TOM I 5372 ORO QUINCY HWY, OROVILLE i GARAGE, CARPORT,BATH c i 1 k. 1j♦ i T , k JOB FINALED ( e Signature J'''OK O_= Not OK Not = 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/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t MISCELLANEOUS Date DECKS OVERS; CARPORTS, ARAG ans OK except #'s Zon' equirements-Setbacks-Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts -Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Car rts; Windows -Doors Electri _ g- i s-Anchors-Studs-Rftrs-Trusses O.--Srd-'in ailing -Veneer -Stucco -Mesh 70 ; Shthg-Roofing xt.; Steps -Doors -Landings Date 7Card 8-1 Date - and B-1 Dat rd B-1 Date Card 13-1 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, Distances-.GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (; ' = Date UND FLOOR (Plans) OK except ft's . Zoning -Setbacks -Easements -Flood -S g., 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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date / 12 -Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except 4's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ----------SSSS-- -- --------------------------- 17. Water Pipe; Test & Anchor -Nail Protection --SSSS-- ------------------------------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection - - -SSSS-- --- ---------------- 19. Shower Pan; Test. First Floor -Tub Access _ 20. Test Tub & Shower, Second Floor -Tub Access --SSSS---------------------SSSS-- ------------SSSS-- -- -- - 21. Gas Pipe: Size & Anchors _Date --Card B_1 B-1 SSSS - Date - Card -B- 1 _ Date r Card Date Card B-1 Date ELECTRICAL (Permit) OK except ft's �1 22. Fixture & Transformer Clearance -Ins. Protection --SSSS-SSSS-- --------------------------------------------------- • ,eT Elec. Receptacles Spacing -Lights & Switches at Doors ze Boxes & No. of Conductors -Stapled =---------- ----- - - ---------------- r omex Installed Close to Edge of Studs & C.J. -------------------------- Ground - -- ---------------------- 26�rrip Ground made up w!Mech. Fastners-Bond Gas & Water 4 SSSSSSSS-- ----------------------------------------------SSSS--SSSS-- ki Circuts in Kitchen & Conductor Size/GFI - -------SSSS-- -------------SSSS ---'SSSS------------------- Size r i ga. Cu or AI-A.C. Wire Size ! / ga. ---SSSS------------ Cu or AI ___Cu --------SSSS-- ----------------------SSSS-- 1, 213 -Range -Girt. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. I Insulated Neutral ❑ Yes ❑ No +' --------------------- 39-, R' Conductors & Ground -Main Disconnect -- - ------------------------------------------- ----------------------------- N � 3 e nces Panels -Motors -Meth. Equip. -----_------------------------------SSSSSSSSSSSS---------SSSS-- --- -------------- -92-•CI-o l`1VT-&oset Light -Shower Light -Spa Light -------SSSS-- --------SSSS---SSSS----SSSSSSSS-- ------------------------- moke Detector ----------------------------- ----------------------------------------------- ----- - -- - - - -- --------------------------- - -- - -- -- - -------- --- - --SSSS-- -SSSS-- -- SSSS-- - Dahl 'mad B-1 ---Date---SSSS-- ---Card B_1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft's 34. -A. -C. -Ducts Insulation & Support SSSS--SSSS---------------------------------------------SSSS-SSSS-- ----SSSS-- 35. Vent Fan; Exhaust above insulation -------------------------------*---------------------------- 36. Condensate Drain & Overflow: Size& Grade ---------------------------------- ----------- ----- ---- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ----------- -------------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic -------------------------------- Date Card -B-1 Date Card B-1 ------------------------------------------------------------------------------ Dale Card B-1 Date Card B-1 Date FRAMING (Plans) OK except N's 39. Sils. Proper Material & Anchors ------- ----- --------------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound --------------------------------------SSSS-�---------- 41. Bearing Walls over Girders & Floor Nailing - ----------SSSS-- SSSS------------ ------ 42. Draft Stop in Walls (rat proof) - ---------------------------------------------------- 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub ---SSSS------------------ 44. Headers & Beam -Size & Bearing Tingle & Duplex) - Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin -roof Bra c-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50.. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52 Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer ----------------SSSS-- -- _ 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access - _ 57. Glazing Area -Glass Protection -Skylights- Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings ------------- 60. Infiltration -Walls -Windows ---------------------------- Date _ _Card B-1 Date _ Card B-1 Date Card B-1 - Date Card B-1 Date FINAL (Plans) OK except ff's 61. Ext. Steps -Door & Sidelight Protection -Landings ______ 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector- -------- Above Floor -Ducts -Meth. Protection ---SSSS-- --SSSS-SSSS-- 64. Bedroom Exiling 65. G.F.I. & Bath Fixtures & Tub Access -Spa -SSSS-------- ---SSSS-SSSS-- 66. Elec. Trim & Sub_p_anel: Breaker Sizes & Labels 67. Stags & Rails ------------- 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt & Appliance; Grnd.-Air Gap -Cooking Clearance ---------- 71.-Elec.-Outlets & Receptacles at Kit. Counter - 72. Garage Fire Door; Swing -Landing -Closer - 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. - In Garage: Above Floor -Meeh. Protection 75.Plb._Elec. &-Mech. Equip. Listed for Location - 76. Elec_ Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps ---------------------------------SSSS 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters _❑ Yes 11No - 81. Stucco Brown -Finish - 82.-A_C.-Unit; Disconnect. Electrical, Plumbing --- 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings -- - - -- --- 84. Water Well; Disconnect, Electrical, Plumbing 85. SSExterior --Elec.-Trim:- G.F.I. Receptacle -Underground SSSS----- SS -----------SSSS-- -- 86. Ventilation Throughout House -------- ------------------------------ 87. Glass Protection ----SSSSSSSS-- --SSSS-- 88. Corrections from Previous Inspections .----- ----- -SSSS-- --- ---SSSS-----------------SSSS-- - 89. Gas Test -Meters Tagged; Gas -Electric ----------------------------------- 90. Water -&-Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates •-----•-------------------------------- ------ Date Card B-1 Date Card B-1 ----------SSSS------------SSSSSSSS-- - - -- Card B-1 Date Card B-1 -D-ate -------------- ------SSSS---SSSS--------------SSSS-- Date Card B-1 Date Card B-1 Comments at Final: I;-,- RESIDENTIAL ' RESIDENTIAL 72-05-32 SOLIS, Iris 2239-91B,P,E 5372 Oro Quincy Hwy, Oroville } (new foundation & family room per . ' 4T #1.3-91) f 7 I .r e e OFFICE COPY Address '- GAS ' Meter By__9Date ELECTRIC Meter By Date II OFFICE COPY Address GAS ' Meter By Date f ELECTRIC Meter By Dat / Z 7G JOB FINALED Signature n. V=OK O = Not OK Not Applic = Not Readyable?, MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ft's 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except N'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 y 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy i 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 H's 1. Zoning Requiremgnts-Setbacks-Easements -� 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8..Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except q's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes- Enclosu res-Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 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 UND OOR (Plans) OK except ft's zo g -Setbacks -Easements -Flood -Slope Ftg., Main; Soils -Flet. Grnd.-41 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 eel -Wrapped Piers-Pirepfeae-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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Dat�ard B 1/ Date Card B-1 Date Card 6 11 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle -------------- - -- -------------------------- ----- 17. Water Pipe: Test & Anchor -Nail Protection ----- 16. D.W.V.; Test -Fittings & Anchor -Nail Protection -------------- - ------------------ - 19. Shower Pan; Test. First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access ----------------------------- ----------------- - - 21. Gas Pipe: Size & Anchors -- --- Date Card B_1 ---- Date- Card B_1 - --------- Date Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except M's -- - - 22_ Fi re & Transformer Clearance -Ins. Protection -- - -- - --------------------------------- ----- ------------ Elec_Receptacles Spacing -Lights & Switches at Doors ---------- --- - - -24.-Size-Boxes-&-N-o.-of Conductors -Stapled 25. Rom Installed Close to Edge of Studs & C.J. ------- - - -------------------------------------- - - quip Ground made up w/Meth. Fastners-Bond Gas & Water --------------------------------------------------- ---- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ----------------------------------- '-------------- 22. Subfeed Wire Size r r ga. Cu or AI-A.C. Wire Size / / ga. -- ----------- Cu or -Al ----------- - -- 29. Range Circ. / r ga. Cu or AI -Oven Circ. / ! ga. Cu or Al. Insulated Neutral ❑Yes ❑ No ------- ------------------------------------------ 30. Service -Riser Conductors & Ground -Main Disconnect -------------- 31. Equip Clearances Panels-Motors-Mech. Equip_ 32. Clothes Closet Light -Shower Light -Spa Light ------------------- -------- I ---- --------- ----- ---- ---- ---- --------------- 33. Smoke Detector -------------------------------------------------------------------------------- Date Card B_1 - - Date - - Card B_1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34. A.C. Ducts Insulation & Support ------- ------------------------------------------------------------------ 35. Vent Fan: Exhaust above insulation ----------------------------------------- - ----- - -- - ---------------------------- -------- ----- ------------------------------------------------------------------------ -_ -- 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent Access -Comb Air -Return Air Vent -115 outlet ---------------------------------------------------------------------- ---- ----- 38. Attic Access & Platform if Furnance in Attic ------- --- - ------ - --------------------------------------------------------------------- - Date Card -B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date FRA NG (Plans) OK except k's f Proper Material &Anchors ------------------ --- s Studs -Nailing Spacing &- Bracing -Plates -Sound - - - - --- --- -- - ------ -- ----- hng Walls over Girders & Floor Nailing ------------- --- -------------------------------------- ----- --------------------- Draft Stop in Walls (rat proof) -------------- ---------------------- ops: urred Cei ------------ - -- --- ----------------------------------------------- Headers & Beam -Size & Bearing r.. Jingle & Duplex) Date , •AMING (Continued) L-41Han s -Post Caps -Anchors -Connectors _ Cing. Joist-Rftr. ties-Purlin-roof Brac-Tr hthng.-Ring. A Flue -Fireplace Throat clearance 4a-AR4e-Aecess-Si e & Romex Protection -Draft Stop -Ins., Baffles 4 or Exiting Doors -Sill Hgt. & Dimensions ' ion Framing _51. r y me Firewa l,& Openings - - --- - 52-&ch-borM O-ne 3' -Check Garage -3rd Story, 2 Exits fairs: Widt.-Headroom-Rise-Run-Landing-Fire Protection wood on Roof Overhang -Attic Vents -Rafter Outriggers ---- ---- Stucc esh-Drip Screed -Fd. Vents-Underflr. Access 61-?Iazing Area -Glass Protection -Skylights- Plastic • S - _s: Nailing -Bolts ----------- Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date ,r Card B-1 Date Card B-1 Date I/ / Card B-1 Date Card B-1 Date FINAL (Plans) OK except k's 6 t. Steps -Door & Sidelight Protection -Landings ------ ------moke Detector urnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ----------------------------------- oom Exiting 6 F.t. &Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel: Breaker Sizes & Labels ---- --- Stairs & Rails 6Firerylare ------------------------------------- Stove: Clearances -Hearth -------------------------- 6LL-E .Outlets at Wood Panel Int. &Ext. Kit.Fixt. & Appliance: Grnd. _Air Gap -Cooking Clearance . Elec. Outlets & Receptacles at Kit. Counter -arage Fire Door Swing -Landing -Closer -------- -- --- -- -- - ---------- C. Duct in Garage -Damper �7�4. Mfr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Gar ge: Above Floor-Mech. Protection - Ib.. Elec_ & Mech_Equip. Listed for Location ------ -- Receptacles in Garage: (G.F.I.)-Romex Protection ul ns_ation-Foam-Looked in Attic ❑ Yes - --- Je3.0 Rails & Deck Construction -Post Caps ,fFdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearane`Looked under Floor ❑ Yes - 80 ollowin instld._Drive ❑ Yes o: Walks ❑ YesNo: Planters ❑ Yes ❑ No ----------- ------- -C_Unit_Disconnect. Electrical, Plumbing 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings ------------------ --- - -- -- --------- --- --- 8 ater Well: Disconnect, Electrical, Plumbing A .'Exterior Elec. Trim; G.F.I. Receptacle- Underground -- -------------- ------- -- - --------- Ventilation Throughout House ------------..---- ------ - -- ------------- ----- --- ------ d las o ----n ------ ------ - orrec ' ns from Previous Inspections - - --- -- -- - ------ a Test -Meters Tagged Gas -Electric --_ Wate & Sewer Connected -C/O to Grade -HD Approval 9 nergy Compliance Certificate -Other Certificates Date �erd B- - Date -Card B-1 - -r� ------------------------- --- - -- _Date -------------- Card B_1 - Date Card -B-1 Date Card B-1 Date Card B-1 Comments at Final: I I I t '4180 AIRPORT ROAD REDDING, CA 96002 (916),221-1916 1-800-522-6433 �r i� 3330 HWY. 32 SUITE 'B' CHICO, CA 95926 (916) 891-5536 SUBMITTEDJ TO / `` i�o^J _ JOB NAME e y" � C �j,�!<S fJ2 LOCATED —_ �`✓/C'GC7_✓.,acs,/ �t jY PHONE �7 CITY ALL WORK TO BE COMPLETED IN A SUBSTANTIAL AND WlLrri.CMANLIKE MANNER ACCORDING TO STANDARD PRACTICES AS DESCRIBED OW: j ��x�� �1r°. e•� S .-.�/fir s- �`�.�.b� r�—�.►..�"_ i,�' ..� X1.3 i�`"�.o�rv2 rP 'z LA ED NO DR EE RS SS 0 A W D NOD E R q E SIS S r2- f TOTAL $ I (i.) TERMS: Net due on receipt of invoice. w;th service charge from the 100 of fartcvdng month of 1!;16 per month (18% per annum) unless otherwise noted. /2.) GUARANTEE' The above work shall be guaranteed against defects'of wor'ar^anship ane materials for 8 perioe of (3,J. ACCEPTANCE: Thi-- bid must be accepted In writing within days from tha date hereof, or if not so accep,ed, at the sole option of Shasta tnsulalron Go. it may be withdrawn, declared void and subject to rebid. if the ,co is not ready ler Shasta Insulation Co. to commence Its portion of labor and materials thereon witnin .days atter acceptance, at t`e sole option of Shasta Insulation Co, the contract may be declared void and Shasta Insulation Co. shall thereupon be felleved from all obligation. .(4 J COhfMENCEbtENT OF WOPk In the evert Shasta Insutatier, Co. is requested to commerce work hereunder even though this bid has not been accepted in writing. the oerformance of such work shall be deemed by the partles to be pursuant to ail of the terra; hereof, and no other lerms. \ (5.) This proposal does not include any additional air infiltration control that may be required by county codes unless otherwise noted, !6.1 Any {ob{ob t�to sche uled. but not ready upon our arrival, will result in a $50 30 charge - By -- Title Date, Title Date LLIC.2 530253 WHITE: 0MCE CANARY- OWNER � flay 7, 1991 Iris Solis 5369 Old Olive Highway Oroville, CA 95965 RE: Special Inspection 13-91 A.P. #72-05-20 5369 Olive Hwy, Oroville Dear Mr. Solis: { With ref erence to the above subject and your request for inspection of the house being moved from 5369 Old Olive Hwy to a new location, the inspection was made Apri1'24, 1991. A reasonable visual inspection was made without going on the roof, under the ,building or in the attic, and found that the dwelling appears to conform to the --intent of the codes with the exception of the following items which must be resolved before the house is moved: . (1 Provide Environmental Health Department approval for sewage disposal and a er s -pply for new location. (' Provide emergency egress from front bedroom. Provide new foundation with provisions for re—enforcement for existing (4) Provide smoke detector at bedroom entry hallway. Provide G.F.I. protection on all - exterior locations, bathrooms, and kitchen outlets within six feet of kitchen sink. 6 Provide new electric service panel as per National Electric Code, 1987 a ition. This inspection by the County of Butte .-does not act as a guarantee or warranty as to the internal soundness of this structure. You may at this time submit plans in duplicate to this office, including plot plans, -floor plans, foundation plans and structural details, apply for the required moving and building permits and pay the appropriate fees. -.Letter to Iris Solis RE: Special Inspection #13-91 (A.P. #72-05-20) Page 2 May 7, 1991 ' Should you have any questions concerning this matter, please contact Rod Taylor of this office at (916)538-7541. JF'G:ds cc: Assessor Building Inspector Environmental Health Department Yours very truly, William Cheff Director of Public Works J.F. Glander Chief Building Inspector . COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroVllle = Phone: .538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction f work is completed. If you have any question pertaining to this matter, or n d additional explanation, please contact this office immediately. IJ/h i7 t IY.,c/G g 1 /L�5C7- To Date Zspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi114 — Phone: 5384541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION: NOTICE s OWNED PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. r 4 ! !w 1 �'5O 4, ice: k C . G21 G i 9 n 1 P Date4l 1 Inspector l"� _ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE i A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. if you have any question pertaining to this matter,,—or1need additional explanation, plea a contact this office immediately. /4,2 L e Date Inspector L\ COUNTY OF BUTTE !DEPARTMENT OF PUBLIC WORKS - 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIOM' AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER �. 72® —05-32 ZONING .C1 BUILDING PERMIT OWNER IRIS SOLIS TELEPHONE 589-230 SO. FT. OCC, BUILDING VALUATION 496 R 25,296 OWNER'S MAILING ADDRESS 5369 OLD OLIVE XVO HWY OROVILLE CA 80 C 10,040 CONTRACTOR'S NAME TOM GRAVESON_ TELEPHONE ST 2,000 CONTRACTOR'S MAILING ADDRESS Fireplace I"A" 1.500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ -JO OJ6 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee 2591001 5$ ARCHITECT OR ENGINEER "` - LICENSE NO. Plan Checking Fee Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ' Permit fee o i✓ $95966 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO., SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF q Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5 Building sewer 5.00 Mobile Home I S I G JW I. 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other k] Describe work: NEW 1011NDATTQN AND PANTT V ROOM ADDITI PER SI 13-91 Permit Fee $ 25.00 Ontractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8001 OR LESS 10.00 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury check one P Y P er i Y( . ) ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the BUSinesS and Professions Code and my license is in full force and effect. License No. Classification. Fl 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.ad y2¢sgft OR ACDNS. \ ACC. BLDGS. r H.40 NEW RESID,MULTI-OUTLETNCHCIRCUITS) NON•R ESID BRANCH CIRC ITS 2.50 ea a POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20050, BAL030 FIXED APLNS. EX. Occup. OUTLETS PRESID 1REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ -31r-� , Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ i have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. (� I shall not employ any person in any manner so as to become subject 7J to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIirig Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor 1 I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County ofocc Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all Iia ilities, judgments, costs, and expenses which may in any way accrue agai aid�c County i "sequence of the granting of this permit. X � Date Signal re of Applicant — OwnerP Contractor ❑ Agent ❑ molition or construct- An OSHA permit is required for excavations over 5'0" de andue ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ CONST TYPE - TOTL FEE 5 HAz. — cuA• PARK scH FLD cDF PAR PD HD Iss This permit is hereb issued unaertne applicable sions of t e Butt County. Code and/or resolutions wor d' ated a ov for which fees have been DI R. T OF PUBLIC WORKS BY _ Date' PERM EXP_ E Date provi- to do paid. ^ / n / Receipt No. - ©1 1ST '— WHITE-D.P.W., YELLOW-ASSE350R, PINK -INSPECTOR, GOLDENROD -APPLICANT F COUNTY OF 6UTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538.7541 APPLICATION AND PERMIT PERMIT NO. —ASSESSOR PARCRL NUMBER -Z_ - NIN C ( BUILDING PERMIT OWNER 1s 5 oars TELEPHONEr SSq-,z3�i S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS s� 0UU e UJ Pv 0(6cp� o c 0 CONTRACTOR'S NAM TELEPHONE OAI*r CONTRACTOR'S MAILING ADDRESS Fireplace '/A' 11,560 CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING .ADDRESS Permit Fee $ ARCHITECT OR ENGINEER - LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3 -7-aol2o Quilveo2 Permit tee $ 3 5•Z PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5. DO Each qas water heater or vent 5.00 USE OF STRUCTURE SF �' Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 0 Mobile Home S I G I W hO.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Ins llation❑ Othher k ✓ Describe work:,&i-g2 Ff fn N�f>}r, N 4/1! �.4 /c0,,1,L AO'n, -;r-,.5 Permit Fee $ cv c Contractor ELECTRICAL PERMITFiling Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 1000 . Main service EA. ADO'L 100 AMP q 2.50 Z.Sb CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.y OR ACDNS. ACC. BLDGS. ( /z¢sgft 2, NEW CONST R. ULTI.OUT LET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200500 eALO30e F1 ED APLNS. 0 EX. OCCUp. OUTLETS P(RESIO IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 31. WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Signature of Applicant - Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures overstories in Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE /i 1 TOTAL FEE $ Hl HAz CUA I PARK SCHL FLo coF PAR Po I; Ho.11ssue This permit is hereby issued unoer sions of the Butte County. Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ,33 /hheigehlt. Receipt No. qPYr — `/ &_ NNITE-O.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT 0 t(v 0 '( y,f.s 'w...S..;f:.t�'r .'f1,�Y+" •n^'�'"•l^,Y+:. .:rT"_ �,,...�' i •'t'F. A.. w C��f).L.f:.x,]•. .h� tfti,�Yf.i :'f`./�^.'. ;�-r, -'�T±� ,t : a'_+ ,. ri- .. {_ :.• i �.,,,_. {. a tib, • f . S tib., r�' • .,••�''t i` o.a�; o v _ .. ..'... „ i COUNTY OF BUTTE - DEPARTMENT SOF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER i S A. P. No. Proposed Building Use Iq Building Inspector IC � Date 7— 3: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted........... ��•• of plans in duplicate/triplicate, signed by preparer of plans......:. _0i 3. Complete plans in duplicate/triplicate, signed by preparer. of plans .. e a0141 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .. ]F8. Engineered truss details and layout in duplicate (required prior to plan check) /�Mobilehome installation data including manufacturer's installation instructions . ( 0) Fees of $ �S..................................... 2� 1 Chico Urban Area fees paid ....................................... 12. Park fees paid 1'1-- A J School ,District fees paid ............. . -�O&d Sanitation approval from (1Qoy t 1 e- Health Department 'i 2olgs 1 City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre-Ins.pection,for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's License information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 11 23. Owner -Builder Verification (Given to owner ❑, Mail to owner 11) .. 24 Recorded copy of Agricultural Acknowledgment Statement ......... Letter of signature authorization .....................:............. N ti 4ca.±eaAamre lnAA1new) q C le o N e4+ ^or, _ E++ r ° 'to hen you issue the permit, process as follows: all t �o ner.' !'- Mail to contractor. Telephone tiand hold for pickup at CC°officeV, Deliver w/ins ector. tv Other S —Z36 p AppIica t 6 .Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. ' Fire Dept. Other Date By The following data.,must be submitted ri permit uan e: a new item not checked above). 1. Index permit for above items No 2. Additional items required: Contractor,designe owner, was advised of above required data by _phone_�nail_counter by..date i9 qj j Contractor, er, owner, was advised of above required data by —phone _maII—counter by date Plans checked by - Date ( Plans approved by ia/W Date 6 LZS 19/ Sets of plans on hold in File cabinet AP folder Copy—DPW TO Buildina Department sr�y7 •-M.7 FROM: Environmental Health SUBJECT: Sanitation Clearance owner L cation AP# Plan Approved for: R:. Sewaqe Disposal —.2f Water Supply Fold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom mobil home. Other NOTE v r ZC Date Sanitarian TO ` Buildinc Department FROM: Environmental Health SUBJECT: Sanitation Clearance �S ����s 537 u (�� ()7--2-61 0,6?q Location " - AP# -' Owner , Pian Approved for: Sewage Disposal _ . 'dater Supply .Hold final for: Water Supply Final clearance O.R. for:- xy Water Supply Clearance for NOTE -*,A,* * IM u EC 3304 I' - 333. 3304- 3*53. la -7 v7a -os 5�7z(6�� � 1jfV:-bO to) I INV 66 6�� lhe .w,act, T , O� C: it. A %0 pp!'n ss and a s3tbae"- pr s -,- e, jy I- ?Cf3� of curt.ricm t1he road 00'line sinall, be clear of OJ�Wcy center nt,excePl r,�dY itructure3 or equipment 2 ft. o WIll't COU" 1 N AKDM DEPAItTMDA. -AppROVED FORM 7 ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET PACKAGE "A" (Additions) Owner TV_i S. f S Climate Zone 11 Permit # 91 Floor Area �4Q� The following data showing mandatory -and required features of Package "A" shall be installed for additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. ZONE 11 ZONE 16 APPLIES TO NEW AREA CEILING°'' .� _ h, YOM _ xWAELR= 1". .;�"'� `.i+,`.. �x�°"'u��� .Sart, - `- '*'•�"""v�f't^.!wt+"+f�c�-�w ,..aw:� R-19 rao m nor wOki�+.nWjy+lL +��, i`".l' i R _-�A�•,�.�+. ' Ya 1cvtl .. 3..6tfYs. :�1..l iJ.Y.'1'i'�fC. ...i3 "3;�.!•,�-T.4wy' -..�' SLAB R-7. R-7 - U-.65 (Dual) SHADING SOUTH - OPTIMUM OVERHANG or .36 Shading Coefficient WEST - .36 Shading Coefficient LOOSE FILL INSULATION (Density) INFILTRATION CONTROL (Weatherstrip•doors, certified windows, caulking) VAPOR BARRIER (Zone 16) DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT -LESS THAN 25 LUMENS/WATT NEW HEATING, VENTILATING, AIR CONDITIONING AND HOT WATER SYSTEMS IN CONJUNCTION WITH AN ADDITION SHALL BE INSTALLED AS SHOWN ON BACK OF THIS SHEET. OTHER 12/85 *1 HEATING VENTILATING, AIR CONDTTIONING SYSTEM (A) Heating ❑ Central Gas Furnace (brand and model nymber) SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept raced slope ❑ Other (describe) *1 (B) Cooling ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump ' EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) DOMESTIC WATER SYSTEM ❑ • (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons 2 (tank size) C3* Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form $4) or other approved methods, section 2-5352(8), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load - maximum outlet capacity gas furnace BTU Cooling: Summer design temperature °, cooling load BTU *2 Submit T.I.P.S.E. chart"or other approved system (form #5) to document sizing of solar panels. DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. S . URE OF �BUILDINGDESIGNER OR APPLICANT ,� .. ,\ ;.,.,�,,w,� ���.iY `*'r'�rs,^t�c kris: L'�rA.'.�y.�� 5!*�`�'.�"'+k .�++�ri•{,}h• .b BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number 72 ' '65_S7,_ Building Department No School District EzUnd4City = Countyt� Jurisdiction Property Owner Project Locati on/Address .S3 772 6 d /90'1 sf"16 Subdivision Lot Number Residential Development:-,,9� - a Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. �av�14" ( School District certifies that plicant Name Phone r ,P, k? l (C :tri has' compl'led' by the paymeiil State 9J_9�le (Zip Co( i't;h the requirements of Resolution No. of representing square feet. y District RepYresentative Date PAID BY CHECK NO. REMARKS: BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) 4 7 Iris Solis 5369 Old Olive Highway Oroville, CA 95965 May 7, 1991 P: Special Inspection 13-91 A.P. #72-05-20 5369 Olive Hwy, Oroville Dear iir. Solis: %ith reference to the above subject and your request for inspection of the house being moved from 5369 Old Olive Hwy to a new location, the inspection was made April 24, 1991." A reasonable visual inspection was made without going ? on the roof, under the buildinry or in the attic, and found that the dwelling" to conform to the intent of the codes with the exception of the following items which must be resolved before the house is moved: .(1) Provide Environmental Health Department approval for sewage disposal and water supply for new location. (2) Provide emergency egress from front bedroom. (3) Provide -new foundation with provisions for re—enforcement for existing masonry fireplace. (4) Provide smoke detector at bedroom entry hallway. (5) Provide G.P.I. protection on all exterior locations, bathrooms, and kitchen outlets within six feet of kitchen sink. (6) Provide newt electric service panel as per National Electric Code, 1987 edition. }} This inspection by the County of Butte does. not act as a guarantee or warranty as to the internal soundness of this structure. You may at"this' time submit plans in duplicate to this office, including plot plans, floor plans, foundation plans and structural details, apply for the required moving and building permits and pay the appropriate fees. :tetter to Iris Solis RE: Special Inspection #13-91 (A.P. #72-05-20) Page 2 May •7, 1991 Should you have any questions concerning this matter, please contact Rod Taylor of this office at (916)538-7541. TM -Yours very truly, William Cheff Director of Public Works J.F. Glander JFG:ds Chief Building Inspector cc: Assessor Building Inspector Environmental Health Department 0 3 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS Pea T NO 7 County Center Drive - Orovllle, California 96966 - Telephone: 016/538-7541 APPLICATION AND PERMIT ASSESSOR PARCI16 NUMBER 72-05-32 ZCNIN�V_ C 1 BUILDINGS PERMIT IRIS SOLIS 589-2309 SO. FT. OCC. BUILDING VALUATION OWN 'S MAILING ADDAttSS 5369 OLD OLIVE HWY OROVILLE CONTRACTOR'SNAM9 WAIBEL AIR TELEPHONE CONTRACTOR'S MAILING ADDRESS FEATHER RIVER OROVILLE Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee g $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 5372ORO UINCY HWY OROVILLE Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF[X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home S T GTWT 615.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ :'Utilities ❑ Installation❑ Other ❑ Describe work: INSTALL NEW DUAL PACK REFERENCE B.P. #2239-91 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 200A TO IOOOAI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License Ao. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&) OR ADONS. ACC. BLDGS. 3.6asq.ft. NEW CONSTR ULT' -OUTLET NON•RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET C'R. Ex. Occup(OUTLETS OR FIXTURES 120@791— Ex. Occup. OUTLETS ED APP(RESID )LNSREJ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating DUAL PACK 9.00 Cooling 3 TON 16.50 FHood 6.50 Ventilation Permit Fee $ 4050 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also a ree to save, indem i'f�, and eep harmless the County of Butte against all Iiab'I'ties, judgments, ts, d expenses which may in any way accrue nst i Cou ty in consu n e the granting of this permit. X I. Date 12- —/0 --VThis ra of Applicant — Owner& Contractor ❑ Agent ❑ An OSHA permit is equired For excav ons er 5'0" deep and demolition or construct- of structures ov r' 3 stories in heif Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 40.50 HAz DFEES IMP FLOOD COF PARCEL PD HD 'SSU permit is hereby issued under the sions of Butte County Code and/chresolutions which work ndic ed WgOrFU DIRB y 14AA JA PE XPI • Date applicable provi- to do have been paid. ORKSion Date , I �f Receipt No. -fir' WHITE-D.P.W., YELL W-ASSESSON, PINK -INSPECTOR, GOLDENROD -APPLICANT ���N CK COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBERV V r�5'�?i ` 4f 4f BUILDING PERMIT OWNER (�/� TELEPHONE 5675- 2_50OWNER'S SO. FT. OCC. BUILDING VALUATION 366(�7 ADDRESS 536c7vb'(1 J& 40 CONTRACTOR'S NAME LJAibel Afie TELEPHONE CONTRACTOR'S MAILING ADDRESS� /� /C1rU� (�/�d to Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 537 v Permit fee $ PLUMBING PERMIT Filing Fee 15.00 oleo CA- Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF t� Duplex F-1 Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 - Building sewer 15.00 Mobile HomeS G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other �' Describe work: _--.77AJS /9ll NcaJ N -JA l p8cK _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 20GATOI000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p i y (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification F] as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.8i 3.6d sq.ft. OR ADDNS. % ACC. BLDGS. / NEW CONSTR ULT I -OUT LET NO N.R ESID BRANCH CIRC ITS @ 5.00 PO ER APPARATUS e SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 761{ FIXED EX. OCCUp. RUTTS PIRESID IREA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating ( act 9.00 Cooling LHood 6.50 Ventilation Pernit Fee $ ' 50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ 'Contractor , Agent ❑ ❑ An OSHA ion of structures toveerzr 39stories aineheight Ions over 5'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ —� HAz 1 0HES I IMP I FLOOD CDF PARCEL PD 7 1 ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. 1 �J�`7 % WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 91 -39815 � Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County:. C6de , requires this acknowledgement be.rrecorded prior to issuance of a building permit. I The property described herein is adjacent 91-039815 1 Ree Fee 5.00 to land or included within an area zoned I Check 5.00 for agricultural purposes, and residents Recorded of this property may be subject to incon- Official Records veniences or discomfort arising from the County of use of agricultural chemicals, including, Butte i but not limited to herbicides, pesticides, and fertilizers; and from the pursuit Candace Recorder Grubbs order 1 of agricultural operations including, B:OSam 26 -Sep -91 I XX 1 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All Shat real..property'.situate in.the County of Butte, State of California, described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: Parcel 3, as shown on Parcel Map of a portion of Lots 149 and 150 of OROVILLE WYANDOTTE FRUIT LANDS UNIT NO. 15, which Parcel Map was filed in the office of the Recorder of the County of Butte, State of California, February 3, 1981 in Book 81 of Parcel Maps, at page 67. TOGETHER WITH a non-exclusive easement for road and public utility purposes, over Carefree Way as shown on that certain Parcel Map filed in the office of the Recorder of the County.of Butte, State of California, on February 3, 1981 in Book 81 'of Parcel Maps, at page 67. Date: September 25, L991 PR TY OWNERS: � C 6 S S DORIS SOLIS Cal25th September 9l before me, the State of 40'n this the day of 19 , ) SS. undersigned Notary Public, personally appeared County of Butte ) ' Iris Solis and Doris Solis Personally known to me. E] Proved to me on the basis +�'Ta a of satisfactory evidence. to be the person(s) whose name(s) • TARA J GUDGEON as® tiauwYRuetIcCALMO IA subscribed to the within instrument and acknowiedoed that they SOLDPd c1 Af ca n 9urm Ccu�,y • O • ht1Canm fe�I 0MANHU8B6is executed the same for . the purposes therein contained. IN WITNESS • ®• a.so..e •_ • o • • o ® WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 072-050-032 NoA ry Public ESN® DOCUMENT OF�,TOUry ®cr av8t Rk3 ® ,991 Y