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HomeMy WebLinkAbout079-270-089u • - LAND DEVELOPMENT SHEET �- t 03626 .> ENCLOSED _ 02-2832 " ANDERSON John , f ; 16 Terrace Lane, Oro4e ANDERSON, John T. 1073B`- INALED 3235P Cont: Sun Power d' Y 3977E Roof Mount Solar Voltaic off s/s ..Or.o-Bangor Hwy .app . 1 m—i . east of M'" Idaintersection, Orov'lle - 60 ANDERSON, JOHN INALED (new single family) 16 TERRACE LN, OROV LEQ.7-03%� CONVERT AG TO SHOP® r CERTIFICATE OF -MERGER, I i 1 � ` } 71 } i 4 d i o P sof r� 5 I wog'c Department C o u n t y J. Michael Crump, Director Warner C. Phillips, Assistant Director May 28, 2003 John Anderson 16 Terrace Lane Oroville, CA 95966 Re: Certificate of Single Merger AP 036-220-107 & 113 Dear Mr. Anderson: Works e LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville. CA 95965 (530) 538.7266 (FAX) 538-7171 Enclosed please find a' conformed copy of the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on May 23, 2003, under Serial Number 2003-0033609, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, P , Stuart Edell Manager, Land Development Division SE/kp Enclosure cc: ✓ Building Division 'Environmental Health Dept. Michael Mooney Michael Evans RECORDING. REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 LANDS BEING MERGED: COPY of Document Recorded 23 -May -2003 2003-0033609 Has not been compared vith original BUTTE COUNTY RECORDER CERTIFICATE OF MERGER AP NUMBER(S) '036-220-107, 113 NUMBER OF EXISTING PARCELS: Two '(2 ) EXISTING PARCELS CREATED BY: ❑ PATENT M GRANT DEED ❑ GIFT DEED ❑ PARCEL MAP ❑ SUBDNSION MAP ❑ OTHER RECORDING DATA: YEAR 1970, 1968 BOOK / PAGE OR SERIAL NUMBER: 1540 OR 111, 1616 OR 615 SUBDMSION / PARCEL MAP: BLOCK LOTS) As of the date of recordation, those lands noted above are merged to create ONE (1) paroflandas described in Exhibit(i) A attached hereto. . . .... W116 A MfKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that /Vme parcel(s) as described in Exhibits A attached hereto. ALL SIGNATURES MUST BE NOTARIZED Print name and title (if applicable) below signature line John T. Anderson, Trustee under the John and Phyllis Anderson Living T t, dated July 14, 2000 e/; a'`/ Date Phyllis A. Anderson, Trustee under the John and Phyllis Anderson Living Trust,,Aated July'14, 2000 print narge & tie Date T I%:5 s�rn��s4 r V CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California } ss. County of C� J Alice L. Carlson, Notary Public On A� � UO ,before me, Dat J / ,Q/ / personally appeared '0AA T �1 del2 Sn L -�&/oZ2 S �• �hC/ef ALICE L CARLSON Cornmiaaion # 1315331 z% Notary Public -'California Butte County Ally Comm. Expires Jul 28, 2005 Place Notary Seal Above 1-7 personally known to me '%proved to me on the. basis of satisfactory evidence to be the person(s) whose name(s) -Ware subscribed to the within instrument and acknowledged to me that heishe/they executed the same in hisither/their authorized capacity(ies), and that by-bisLhar/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. - /1-2 /-W- Signature of Notary Public OPTIONAL Though the information below is not required by law it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date:. ©4 D V —(,) 3 Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: Individual Top of thumb hcrc Corporate Officer — Title(s): - Partner — Limited = General Attorney in Fact Trustee Guardian or Conservator Other. Signer Is Representing: s Page 2 of CERTIFICATE OF MERGER APN 036-220-107,113 Bank of America, N. A., as Beneficiary under Deed of Trust recorded October 4, 2002, under Recorder's Serial no. 2002-52201 Authorized Signature David W. Denson Date STATE OF ' ZI COUNTY OF ON o 0.3 BEFORE ME, .THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED L&6�,Q e -J • PERSONALLY KNOWN TO ME (OR PROVED TO ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME &ARE' SUBSCRIBED TO WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAI VSHE EXECUTE THE SAME INO/IHER AUTHORIZED CAPACITY AND THAT BY i I SGHER/THEIR SIGNATURES) ON THE INSTRUMENT, THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND AND OFFICIAL SEAL. SIGNATURE My commission expir October 31, 2006 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5 Madrone Avenue, Suite A Oroville, CA 95966 PHONE: 530-533-2131 FAX: 530-534-0902 EXHIBIT A All that certain real property situated in the unincorporated area of Butte County, California, being a portion of the Southeast one quarter of the Northeast one quarter of Section 26, Township 19 North, Range 4 East, M.D.M., merged into one parcel and being more particularly described as follows: Beginning at the Southwest corner of the Southeast one quarter of the Northeast one quarter of said Section 26; thence along the west line of said Southeast one quarter of the Northeast one quarter of said Section 26, North 00151 29" West, 359.55 feet; thence leaving said west line East 339.74 feet; thence South 00 26' 39" East, 354.74 feet to the south line of the Northeast one quarter of said Section 26; thence along said south line westerly 340.91 feet to the Point of Beginning. Containing 2.81 acres more or less. The Basis of Bearings for this description is the West line of the Northeast one quarter.of said Section 26, taken as North 00 15' 29" West. All new structures must meet the Fire Safe Regulations of Butte County and Public Resources Code 4290. END OF DOCUMENT i NOTES RESIDENTIAL 036-220-107. 03-1560 PERMIT NO. _ANDERSON, JOTL.A 16 TERRACE LN, OROVILLE CONVERT AG. TO SHOP/COVER t i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER .1 j JOB FINALED Signature J=OK ` 0 = Not OK . = NotReadyaKle 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-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DEC , COVERS, CARPORTS, GARAGES (Plans) OK except #'s n' g Requirements -Setbacks -Easements F otings; Soils -Size -Depth -Spacing -Connectors -Steel Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors S_�thg-Frg-Bracing Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7: Epic Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. _.,%i'ding; Nailing-Veneer-Stucco=Mesh of; Shthg-Roofing Ext.; Steps -Doors -Landings Braced Wall Panel DateCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground ' 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation WE Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Card B-1 Date Card B-1 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Date 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access Ext. Steps -Door & Sidelight Protection -Landings 21. Test Tub & Shower, Second Floor -Tub Access 65. Smoke Detector 22. Gas Pipe; Sixe & Anchors 66. 23. Fire Sprinkler; Test 67. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Trim & Subpanel, Breaker Sizes & Labels 24. Fixture & Transformer Clearance -Ins. Protection 70. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Fireplace or Stove, Clearance -Hearth 27. Romex Installed Close to Edge of Studs & C.J. 72. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 74. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or At Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. A.C. Duct in Garage -Damper 34. Clothes Closet Light -Shower Light -Spa Light 77. 35. Smoke Detector 78. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Insulation -Foam -Looked in Attic 36. A.C. Ducts Insulation & Support 81. Guard Rails & Deck Construction -Post Caps 37. Vent Fan, Exhaust above insulation 82. 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Clearance Looked under Floor ❑ Yes 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Water Well, Disconnect, Electrical, Plumbing 43. Bearing Walls over Girders & Floor Nailing 88. 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Ventilation Throughout House 46. Headers & Beams -Size & Bearing WE Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. I nfi ltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes 0 No/Walks O Yes O No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, C-alifornia 95965 • Telephone (530) 538-7541 P 0.n (Rev. 12196) APPLICATION AND PERMIT 0 3 �R ll ASSESSOR PARCEL NUMBER 036-220-107 ZONING AR - BUILDING PERMIT OWNER ANDERSON JOHN TELEPHONE SO, FT, AT OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 16 TERRACE LN. OROVILLE 95966 Ti 0 U 28,800.00 1600 COV 20 800.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $49.600.00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 414.50 Plan Checking Fee $269-40 BUILDING ADDRESS 16 TERRACE LN. ogoyu.T.F. Energy Plan Checking Fee $ $ PERMIT FEE $ 703.90 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: EXISTING AG TO SHnP-It;ARAC;F. 40x40 & COV AREA (40x40) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service OOOV oR LESS zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law/for the following reason: 1% I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. 3.50FrSo: 56.00 NEW CONST. ANCHOU CU =R IDT @7.50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL 0':000050 FIX1 Ex. Occup. OUTLETS RESID.OE., 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 76.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEiE $ 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 provisions of section 3700 of the Labor Code, I shall o provisions. fo ith com l�-O X Date . A4� O S' nature of Applicant Owner ❑Contractor ❑ Ag t n OSHA permit is required for excavations over 60" deep d demos 'on or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 779 9 HAz. D FEES IMP FLOOD A CDF PARCEL HD ISSUE / This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for /whnih fees have been paid. By 1 Date PERMIT EXPIRES ON L/?zll� Defe Receipt No. 381809/$779'00 WHITE-D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140' PERMIT APPLICATION DATA SHEET OWNER: ( ASSESSOR PARCEL NUM Proposed Building Use:� Counter Technician: l/ �- Date: Items required in orde d o apply fora permit. Ay/boxes MUST be checked)OR marked NA in order to apply. I lot plans, 3 or 4 sets, signedXy the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate` ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in .❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... 9. Planning approval for (A) Use: (B)Parking: (C Parcel heck: Contact Land Development about ❑ Improvements, ❑ Drainage............ G 9 03 I . Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits.................................................:I ...... ❑ 30. ❑ Grant Deed, ❑ M.H.'Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been i or ed of the above it e s an requirements for obtaining a building permit. Applicant: ,r Date: �/� 0.3 i 1. Inde permit application for the above item numbered: 2. Additional items required_ �r'� PL. - Contractor, designer, owner, was advised cf the above data by 14 ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plans reviewed by: ` Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Yellow: Building Division Plan Check Letter _Date: _Date: Date: ppT"E",. of Public Work's 0 , 0� 0 0 0 J!NAlcha�e! ir�mDirector LAND DEIIELOPBodENi DIVISION J _ Ps. Assistant Director Oroville, CA 95965 iOf,etic ,,rc (530) 538-7266 Wim' (FAX) 538-7171 C®ua�ty ®f butte 0 ' 7 County Center Drive Warner C. Phillips, April 16, 2003 John Anderson 16 Terrace Lane Oroville, CA 95966 Re o Application for Certificate of Single Merger AP 036-220-107 6e 113 Dear Mr. Anderson: On April 16, 2003, the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project subject to the following condition: In compliance with Butte County Code 20-180.3(g), prior to or concurrently with the recordation of the Certificate of Merger, modify the existing Deed of Trust so it applies uniformly to the resulting parcel. We will record the certificate after verification the Deed of Trust has been modified, or upon receipt of the modification instrument and appropriate title company certification, along with recording fees for a concurrent recording with the certificate. Verification that the Deed of Trust has been modified must be delivered to this office within thirty- six (36) months from the date of approval by the Department of Public Works or this approval will be considered null and void. Should you appeal the decision of the Department of Public Works; please submit your appeal, in writing, with the appeal fee of $50.00, to the Clerk of the Board of Supervisors, 25 County Center Drive, Oroville, California,'prior to 4:00 p.m., April 28, 2003. If you have any. questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp cc: Michael Mooney JIM PURSELL, P.E.. 5 MADRONE AVE. STE. B CALIFORNIA LIC. 60924 OROVILLE, CA 95966 WASHINGTON LIC. 381 21 PH. (530) 533-21 31: JPURSELLC@SBCGLOBAL.NET FAX (530) 5340902 February 10, 2003 Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Solar Panels @ Existing Shop at the Residence of John Anderson Dear Sirs: An inspection performed on 2/1/03 of the existing "Capitol" metal building, constructed circa 1981 on Mr. Anderson's property, verified that the building was constructed in accordance with the engineered plans. The structure is in sound condition. Though more than 20 years old, the bolted connections show little corrosion. The solar panels to be mounted on the roof have a design load of 55 lbs. each including mounting hardware. Each panel has dimensions of 51"x 39" (see attached information sheet). The resultant uniform load is 4 psf. The original calculations from "Capitol" indicate a design roof live load of 20 psf (see sheet C-1). The design live load required for Butte County is 16 psf. Therefore, the original calculations account for both the required standard plus the additional 4 psf added by the proposed solar panels. Thank you for your consideration. If you have any questions, I can be reached at (530) 533-2131 if you have any questions. Thank yo , 4 Jim rsell, P.E. BUTTE COUNTY BUILDING DIVISION APPROVED JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 38121 JPURSELL(O- SBCGLOBAL. NET November 13, 2002 Sun Power & Geothermal Energy 100 Gold Dredger Drive, Ste. B Oroville, CA 95965 5 MADRONE AVE. STE. B OROVILLE, CA 95966 PH. (530) 533-2131 FAx (530) 534-0902 RE: Foundation of Existing Shop @ Residence of John Anderson Dear Sirs: Enclosed are typical details rendered by the owner/builder, to the best of his recollection, describing placement of reinforcing steel. A field inspection of the foundation "as built" verified that the continuous footing around the perimeter of the slab was indeed a minimum of 12" wide and 12" deep with a 6" slab poured monolithically. Excavation at one of the pier footings also verified the owner/builder's typical detail. No apparent settling or significant cracking was observed. I can be reached at (530) 533-2131 if you have any questions. Thank yo Jim rsell, P.E. ONES LLr NO 60924 )�� �y O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this. verification is received. L. I personally plan to provide the major labor and materials for construction of the proposed property im rovement : YES NO ❑ 2. I HAVE HAVE NOT ❑ signed an application fora building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted'(hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SE ER DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER O.Be- I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply - If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER BUTTE COUNTY �3 15'60 .ride% cn PPV --1U L 10 2003 APPLIED TESTING CONSULTANTS DEVELOPMENT SERVICES MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION Date: 06/03/03 Project: Anderson Shop Building Client: John Anderson Inspector: B. Forsythe 16 Terrace Lane Oroville, CA 95966 Bolt Size in dia Req'd Tension lbs Test 'Torque ft -lbs Turn of the Nut turn past snug) Impact Test sec 7/8" 39,000+5% N/A N/A N/A DESCRIPTION OF WORK Arrived at the jobsite at 1430 hrs. to perform special inspection of high strength bolting at the Shop Building Ridge & Haunch Connections. We verified that, the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this structure are 7/8 diameter A325 grade high strength bolts without hardened steel washers beneath hardened steel nuts. We were not present during the installation of the high strength bolts or the tensioning of joints. The Delayed Verification Inspection procedure was performed. No washers were used in this assembly, so the client indicated to us that the Turn -of -Nut Tightening method was used. We visually inspected each bolted connection in the structure to verify that all faying surfaces were tight with no gaps present. A . three foot wrench was applied to several random connections to assure that all connections were tightened. No loose bolts or rotation of the bolts were encountered in the structure. Each bolt assembly was installed and tightened by the contractor prior to our arrival. There were a total of 72 bolts in the structure, all were inspected using the above mentioned procedure. Based on the above mentioned procedure and to the best of our knowledge, it is our judgment that all A325 high strength bolts installed in the structure have been tightened in this structure. However, this inspection was not executed in accordance with the RCSC Specifications for Structural Joints contained in the AISC Manual for Steel Construction. Applied Testing Consultants takes no responsibility for inspections performed o id the AISC specifications. grad-'Forsy,lif BUTTE COUNTY Inspector 3060 Thorntree Drive, Suite 10 ° Chico, CA 95973 ° Telephone: (530) 891- 01/21/2003 TUE 14:50 FAX 415 457 3219 SUN POWER GEOTHERMAL /4JS L 114 t 16002/002 e,:,L7Pc:z )DCP A—, L c le0o, Tc e.0 4 (Z7 14A /J# -7 r-%CSA4 K, j3 X 33,'x1{?'. v< o Vz, o 571 Wptk IVOA-Th r w �8�_,,y �6 C/C �Io"" April 16, 2003 wepa 'ti's ent C®uingti J. Michael Crump, Director Warner C. Phillips, Assistant Director John Anderson 16 Terrace Lane Oroville, CA, 95966 Ree Application for Certificate of Single Merger AP O36-220-107 is 113 Dear Mr. Anderson: Public'Works f B u t t e LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 On April 16, 2003, the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project subject to the following condition: In compliance with Butte County Code 20-180.3(g), prior to or concurrently with the recordation of the Certificate of Merger, modify .the existing Deed of Trust so. it applies uniformly to the resulting parcel. We will record.the certificate after verification the Deed of Trust has been modified, or upon receipt of the modification instrument and appropriate title company certification, along with recording fees for a concurrent recording with the certificate. Verification that the Deed of Trust has been modified must be delivered to this office within thirty- six (36) months from the date of approval by the Department of Public Works or this approval will be considered null and void. Should you appeal the decision of the Department of Public Works, please submit your appeal, in writing, with the appeal fee of $50.00, to the Clerk of the Board of Supervisors, 25 County Center Drive, Oroville, CAlifomia, prior to 4:00 p.m., April 28, 2003. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division ! • SE/kp cc: Michael Mooney tR 7 n, QN 000 15'29'W 813.62' 359. 55 - 200.00' 159.55' i -z Z z P C.) , w oo w w `O u� c W vi p. A. w 6 N V / p V r' p O_ O E.LA �.i I 11� LA 1,f 2 00.00 ' 154.74' I NR to Ic Ql 2 S 00-26-.39-E. 658.38 ' NN J _ V`� 1 i�_ �r i� Jul 09 03 02:41p RTC (530) 891-4243 p.2 APPUED TESTING CONSULTANTS M-ATERI n1.S-LNGtNUE'R1NC; TESTING ANDANSPFC"t11ON-- CElZTIFICATE- QF ROLLING INS-PECTION Date.: 00/03/_03.-' Proj.cct:... Anderson Shop Building Client: John Anderson Inspector: B. Forsythe 16'Terr-acc-Lana Oroville, CA 95966 Bolt Size in dia) Req'd Tension (Ibs)-. '1'cst Torque Turn of the Nut (ft—lbs)- turrr ast snug)- Impact 'fest sec 7/8" 39,000 +5% N/A N/A N/A DESCRIPTION OF WORK A-rr--ivcd art -the jobsitc-at-14.30-Itrs: to-perferrrrspccia-1 ins pestion-of-high-strettgtirbboltrng-at-the-Shap-- Building Ridge & haunch Connections. We verified that the materials used in this assembly were in contonnance with the requirements of section_ 2_(Bolts,-Nuts,. Washers. and.l'aint), and section- I (B.oltccl- Parts)..al'..the.-RCSC-S.peci.fications._'Lhc bolts used in this structure are 7/8 diameter A325 grade high strength bolts without hardened steel wasli-crs_bencath-hardened-steel. nuts. We- were not- pres.eut.duringthe. Instal lationo.l'the-highstrength. bolts_or-the tension irig -o.fjoin.t -The Delayed Verification Inspection procedure was performed. No washers were used in this assembly, so the_clicnt_indicatedto-.us thltthe.'rurn-:ofTNut-Tighteniny,miethod_was_used.. We -visually- inspected -each bolted connection in the structure to verily that all laying surfaces were tight with no gaps present. A three foot -wrench -was -applied to -several r.tndorn-conne(:tions-toitssurc that -all -corinections-werc, tightened. -No- laose-bolts_or- rotation-of-the_bolts-wcre--e.ncuuntered-iti-.thc-sttltcture_ Each bolt assembly was installed and tightened -by the contractor prior to our arrival. There were a total 0f72. bi,�ltsin the structure, all wcre.i.nspec_ted using -the above. mentioned_proeedure, Based on the above mentioned procedure and to the best of our knowledge, it is our judgment that all A325_ high-strength. bolts instal.lcd-in.thc-strue:ture-havu_been-tightened_ui.tlu�-,-struetuce-However,. th.i.s_ inspection was not executed in accordance with the RCSC Specifications for Structural Joints contained in the AISC-Manual-For- Steel-Construetiom. Applied-Testirtg-Consultantx-takes no -responsibility— or - inspections p'crl'urined o -id • the A1SC specifications. Ilr, Fors Inspector RIITTE COUNTY 30(.')O-'1'hortttree-LUrive;-Suite 10-1 Chico; CA 9,59-73--0 '1'elelt)tone: APPROVED JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 381 21 JPURSELLCO)SBOGLOBAL. NET November 13, 2002 Sun Power & Geothermal Energy 100 Gold Dredger Drive, Ste. B Oroville, CA 95965 5 MADRONE AVE. STE. B OROVILLE, CA 95966 PH. (530) 533-2131 FAx (530) 534-0902 RE: Foundation of Existing Shop @ Residence of John Anderson Dear Sirs: Enclosed are typical details rendered by the owner/builder, to the best of his recollection, describing placement of reinforcing steel. A field inspection of the foundation "as built" verified that the continuous footing around the perimeter of the slab was indeed a minimum of 12" wide and 12" deep with a 6" slab poured monolithically. Excavation at one of the pier footings also verified the owner/builder's typical detail. No apparent settling or significant cracking was observed. I can be reached at (530) 533-2131 if you have any questions. Thank y Jim ursell, P.E. 13UTTE COUNTY BUILDING (DIVISION ,APPROVED I e FA METAL BUILDINGS SHEET OF 2 - STOCKTON. CALIFORNIA 40B ER .0MER w� SC ZPTZON ' Uses e3, X 22.116 �� z 71-,6_ cJ,111 4,75 L o. �i METAL BUILDINGS SHEET OF STOCKTON, CALIFORNIA 40B NU}+®ER �Q :OM E,R P C ON u�G1�1 4. - - - A co, �, MAL rA;me METAL BUILDINGS STOCKTON, CALIFORNIA S TRUCTURAL CALCULATIONS CUSTOMER JOB NUMBER .INDEX A. DESIGN CRITERIA AND REACTIONS. 13. DESIGN PLAN. C. ROOF DESIGN ( SECONDARY FRAMING AND PANEL) D. SIDEWALL AND ENDWALL DESIGN.( SECONDARY FRAMING AND PANEL ) E. ENDWALL DESIGN ( PRIMARY FRAMING) F. RIGID FRAME DESIGN G. LONGITUDINAL BRACING OQ�aFESs���� W (? m GF C A0 _ Q L V --- u II1GINb:ER ! nm I J U f n �T �� METAL BUILDINGS SHEETB'l OF LATE STOCKTON, CALIFORNIA I JOB NUMBER !d ('✓ F� CUSTOMER John AndzrSon DESCRIPTION 40'X leo1X f30' Long - DESIGN CRITERIA THIS BUILDING .AS FURNISHED BY CAPITOL METAL BUILDINGS WAS DESIGNED USING THE.CRITERIA LISTED BELOW. CAPACITY FOR LOADS GREATER THAN THESE OR FOR LOAD COMBINATIONS OTHER THAN SHOWN BELOW IS SPECIFI CALLY NEITHER INTENDED NOR IMPLIED. A. BASIC LOAD 1. LIVE LOAD = j2-20PSF 05C 2. WIND LOAD = 115 PSF 3. DEAD LOAD 4 (INCLUDES LOADS FROM ITEM 5) 4. CRANE LOAD a. CAPACITY. MAX WH LD MIN WH SPCG b. CAPACITY MAX WH LD MIN WH SPOG c CAPACITY MAX WH LD MIN WH SPOG 5. ADDITIONAL LOADS a. b. C. B. LOAD COMBINATIONS 1. DEAD .+ LIVE (D+L) 2. DEAD + WIND (D+W 3• 4. 5• REACTIONS ►+L F IL +w. r, 00 OF GTNEER METAL BUILDINGS S}�:ET STOCKTON. CALIFORNIA JOB NUMBER ►TE )STOMER 'CRI pTTON - 0 A � G CA 0► � � r%A ,�.JNEER METAL BUILDINGS SHEET OF 2 ATE STOCKTON. CALIFORNIA 40B NUMBER QSTOMr R ME CRTPTION x �2 �,� /6 �� Z c% X75' 2,7 �INE'fft METAL BUILDINGS SHEET / (7 )ATE STOCKTON, CALIFORNIA 40B BUTER /V AftZ -U STOM ER ' E56 I PTI ON Al 1lo) 5� - _-- - 2 7�1 Vis✓ Fv= 50 i i 04me METAL BUILDINGS 1700 N. Broadway STOCKTON, CALIFORNIA DATE SHEET -2-OF ! - J.9B NUMBER l0/02 ,igS DMES Weight Covered Area 3'0' 3'6' 4'0' 4'6' 5'0' S'6' 6'0' 6'3' 6'8' ON ROOF AND WALL PANEL 9'0' 9'6' 10'0' 10'6' 11'0' 26 SA FSpan 217 159 122 96 78 64 30 54 23 50 20 44 17 Super Span Allowable toad (LbeJFL') 28 10 24 — ► I 18 — , 3A.1' 1 y Span 3'6' 4'0' 4 6• S p• 5.6' 610' 75 )•-( 1 55 48. 42 39 33 Ie 81 62 49 40 33 27 154 281 103 215 73 170 53 138 40 114 31 96 27 88 22 77 Simple 75 52 36 26 20 15 74 29 22 S a — 192 129 • 106 81 64 52 43 36 20 74 16 65 14 60 3'-0 10 46 — 42 2 -Span 174 122 84 61 46 35 206 108 167 79 138 59 116 46 107 40 ' 3 -Span 127 97 77 gg 62 47 51 36 43 27 10 to Effective Panel PpsrUaa a 140 125 gd 96 76 61 51 43 Top Flat In Compression Bottom Flat In Compression Simple 115 79 54 39 30 23 26 Total Weight I: S: In S: 4 2 -Span 140 1 - 85 68 84 56 63 47 49 43 20 Gage THK.(In.) (j/FLS (In.'/Ft.) (In.'/Ft.) (In.'/FL) (In.'/FL 271 — 248 175 16161 134 115 106 86 71 59 34 86 26 .0217 .887 .0322 .031.3 .0335 .0407 3 Span 192,- 129. 91 64 49 38 i 24 .0276 1.150 .0485 .0484 .0460 .0538 37 97 32 88 26 76 Stasi Mlnl V -Beam Allowable Load (LbsJFLY) .. 19 15 13 11 — — 62 53 48 43 39 36 More 22 S — —" 269 214 213 151 172 110 142 82 120 64 110 56 46 40 33 27 Span Gond.* Gage Weight Covered Area 3'0' 3'6' 4'0' 4'6' 5'0' S'6' 6'0' 6'3' 6'8' 7'0' 7'6' 8'0' 8'4' 9'0' 9'6' 10'0' 10'6' 11'0' 26 SA FSpan 217 159 122 96 78 64 30 54 23 50 20 44 17 40 14 35 12 28 10 24 — 22 — 20 — 18 — 16 — — — 24 e S .183 299 115 219 77 168 54 133 40 107 89 75 69 60 55 48. 42 39 33 30 27 24 — 22 — Simple 64 245 - 154 281 103 215 73 170 53 138 40 114 31 96 27 88 22 77 19 70 16 61 13 54 11 50 — — — 74 29 22 S a — 192 129 90 66 49 38 34 28 94 24 85 20 74 16 65 14 60 11 51 10 46 — 42 — 38 — 34 20 S — — 229 260 154 206 108 167 79 138 59 116 46 107 40 33 29 23 19 17 14 12 10 a — 26 S 271 199 152 120 98 81 68 62 55 28 50 24 43 20 38 16 35 30 27 24 22 20 14 12 10 — — — .24 A S 271 — 192 274 128 210 90 166 66 134 49 111 38 93 34 86 76 69 60 52 48 41 37 34 30 28 Three or A — 257 172 121 88 66 51 45 37 97 32 88 26 76 22 67 19 15 13 11 — — 62 53 48 43 39 36 More 22 S — —" 269 214 213 151 172 110 142 82 120 64 110 56 46 40 33 27 24 19 16 14 12 10 Spans 20 a S — — — — — 257 208 172 145 133 117 106 93 81 75 64 58 52 47 43 27 23 16 a — — — 180 131 98 76 67 55 48 39 32 -19 _ _14_12 - _ FINI Panty PrOOOM" —444-9/16- 1 3A- I•t--- 32' -) 291/4' - .Gage 24 22 •1/2 16 ASC OR Allowable Load (LbsJFL') Effective Panel Prop#t't!*s Weight Covered Area Weight Covered Area I S I Galvanized Gage (lbs./Sq. FL) (In.') (In.') 26 1.1 .067 .090 24 1.4 .092 .124 1 22 1.8 .116 .167 20 2.1 .139 .203 —444-9/16- 1 3A- I•t--- 32' -) 291/4' - .Gage 24 22 •1/2 16 ASC OR Allowable Load (LbsJFL') Effective Panel Prop#t't!*s Weight Covered Area 6'0' I S Galvanized 7'0' (LbS./Sq. FL) (In:) (In.') 1.5 .182 .186 1.9 .228 .231 2.3 .274 .281 2.9 .363 .384 3.6 .452 .485 Span Cond. Gage 6'0' 6'3' 6'6' 7'0' 7'6' 8'0' 8'4' 9'0' 9'6' 10'0' 24 65 59 53 45 53 38 45 33 39 31 36 30 Simple 22 20 79 93 71 84 64 75 62 53 45 41 35 32 34 18 120 107 97 79 66 56 51 45 39 24 92 83 75 62 75 52 63 45 53 41 48 34 40 32 37 32 Three 22 113 137 101 122 91 110 90 75 64 57 48 44 37 or more 20 18 167 1 166 149 121 100 64 1 76 L 62 57 48 24 74 68 63 55 48 59 a2 52 39 48 33 40 31 37 32 Two 22 ^--- on 93 11:11 86 117 79 1n1 68 R9 75 64 57 48 44 _- 37 ._ &NGIN EER DATE CUSTOMER METAL BUILDINGS STOCKTON. CALIFORNIA SHE"T ,,6' -/ OF 4 O NUMBER 10.1.0 � ,DESCRIPTION 7446 15,5,4AI z (.,V5,4- fl-� 7, 7:� Z4 3 47� L7 !�j iso s, Z f r G.f % U50 S x 2 2 x l ri, -7/ -77 _ / 2, 711, �� 27. �f=s•r C = 30 Vis/ X ��33= ¢O,Csi RIND Ff;AME (AISC SINGLE SPAN RIGID FRAMES IN STEEL) SPAN EAVE HT. BAY SPACE LIVE LOAD WIND LOAD ROOF PITCH 40.00 16.00 20.00 12.00 15.00 1/12 MPC14X14.1 L=37.50, H=14.75, K= 0.78, Q-- 0.10, F= 1.56, N=16.45 REACTIONS 25.2 .DEAD+LIVE HA= 1.97 VA= 6.40 HE= 1.97 VE= 6.40 DEAD+WIND HA= 3.43 VA= 0.36 HE= 1.83 VE= 2.83 /O �Q2 ,�h Cnec� Unsv (tor , ��. ����-@I? LOAD CASE P M FA/FAA FB/FBB SUM F/F 1 6.40 29.16 0.07 0.74 0.82 I� (' _ 38 i7 = j . ► Z 2 1.97 29.16 0.03 0.74 0.78 3 2.83 •27.11 0.03 0.69 0.72 4 1.83 27.11. 0.03 0.69 0.72 10� Ft, 20.$ (ct� �h = lB. g� kv 5 0.36 19.60 0.00 0.50 0.50 6 1.83 17.96 0.03 0.45 0.49 KP -1 3� Fa = Q. v I45L Com_ Cm - 0, E35 1F4 WEIGHT= 979 LBS Te, F4 rh/ Ot �'� + (7r78 - 045 01 K 701FP-)' l Fh a w31 1115 U WAC/ �llb� iV� 4 1r77�T Ca) Ln. l oni`I U)/ ho 1.ila SHr.r" ,T F' Z OF 1GIN METAL. BUILDINGS )ATE STOCKTON. CALIFORNIA JQB NUMBER 10 1() ISTOMER aESQRIPTION Dh 4 Y e; 5 MPC SHAPES Y Dimensions MPC S . Prop ✓ Nioi�- � uD 4 �4 i i i i Wrb I I1a'9a I Co Pn Seeeon i ' Wdl� Thi• „Q 4 ev i Dc;Os j Thick. f IZE'i „64 I Criwia , j i A! i tb 6A DIp Y b a-�u bhp Fy' I fy- T 1 d :L :,. e. R DESIGNATION n. ►+1 kai j i. ( At MPC 18'hx8x32 `•" i 9.33 38.50.1875 8.0 8.0 10.375 9.25 10.67 37.1 98.6 42.1 i 2.12 1 6.17 MPC 181.7x9x6?.x31.5 ' 423! 195 10.137 6751 9.0 10.375 8.421 900, 52.2 98.6 42.1 I 175 1 731 ! MPC I81;:x9x6x30.6 -1 6 185 :0.1875 60 9.0 '0375 8.11 5.00 66.01 98.61 421 v 1S3 ! v4 MPC 18':'z x9 x 5 Y;r x 29.9 3. i i j 16 5 10.1875 5.5 1 9 0 10.375 7.89 1 7.33 78.6 98.6 42.1: 1 39 i 897 MSC 181.4 x 9 x 5 x 29.3 3 $a ! 18 S :0.1375 '50 ! 90 1 0.375 7.67 + 6.67 I 95.0 1 98.6 1 42.1 1 ! 24 ?.87 MPC 181•:x8x5x28 ( 8.271 !8.5 •0.]A75 5.0 8.0 1 0.375 8.01 I 6.6T 96.0 58.6 I 42.1 I 125 1 937 j MPC 1841 x6?'4 x 28 6 `i 1 3.391 18 5 0.1875 6.75 1 6.3 0.375 9.25 9.00 52.2 98.6 42.1 1 1.75 1 7.31 ; MPC 181/2x6?4x5x26.5 1 7731 16.5 S.0 II 6.75 0.375 8.481 6.67 95.0 98.61 42.1 1.26 1 9.97 10.1875 MPC i8!'tx63Ax:1/2x25.9 755 i !S.S '0.1875 45 i 6.75 10.375 1 8.24 6.00 117.4 58.6 42.1 !.15 !096 , MPC 181•':x63Ax4x25.1 -' 736; I85 10.1875 40 75 10.375 7.981 I 5.33 148.7 99.6 42.1 0.97 1233 ; i � MPC 151+x6°4xZG 7621 16.3-40.187 ! 1 5.25 ; 6.25 10.3 5 i 819 i ! 8.331 i 60.9 87.3 I I '• 1 537 i 164 549 MPC 16?-ix9x5xz-1.9 818 153;019751 5 SO0.3'.5 I 1 6.72 i 6.671 95,0 r3 ' 53 i i 20 i� ; MPC l-.)1.9 x=x25. :43.>01375: 5C•50 :0 75 . 703 ! 5.67 ! 950 ! 873 537 ' !7 :73 MPC 1617 x 6774 x 5 x 25 734 16.37:,0.187 5 0 i 6.75 ' 0.375 7 47 6.67 I 95.0 1 t37 3 ! 53.7 1 1'i 5.:3 MPC 16usxV,'.x4'hx24 4 i IS ! 16.3:10.1875 4.5 1 6.75 0.375 I, 7.24 i 6.00 117.4 i 87.3 I $3.7 1.13 970 MPC 16?ti x 6?4 x 4 x 23.8 ; 606 16.37510.1875 40 I 6.75 0.375 7.00 5.33 148.7 97.3 53.7 0.93 10.92 ' MPC 161: x 6'i. x 4 x 23.2 677 i 16 .:.5'0.1875 40 1 625 0.375 I 7.19 I 5.33 148.7 37.3 I 537 j 0.99 1 10.92 1 MPC 164.x5?•:x22.3 -` 5.48 1 IS.S 0.1875 i 5.75 1 575 j 0.3 25 8.0 1 970 , 49.9 86.7 54.5 147 j 9.x MPC 164:x5?4x442x20.9 ? 5.09 ; 1675 !0.1875 4.5 5.75 1 D.3125 7.62 7.20' 31.5 86.7 1 54.5 i 1.11 ! 11 -% MPC 16!4 x 5,7/4 x 4 x 20.4 :� 593 ( 1615 j0.187 4.0 ! 5.75 03125 7.40 6.40 1031 86.7 $4.5 j 13.00 1 MPC 161/. x41h x 19.6 1 5.70 116.25 10.1875 4.5 4.5 0.3 8.13 7-M 81.5 i 86.7 I 10.97 54.5 1.12 ! 11.56 I MPC 16!x. x4 x 18.5 j 5.39 16.25 j0.1875 a.0 14.0 0.3125 8.13 6.40 103.1 86.7 54.5 , 0.98 ; 1100 1 MPC 16 x 5'h x 15 li 4.38 16.0 10.150 55 1 55 0.1875 8.00 14.67 19.6 106.6 36.0 j 1.35 15.52 MPC 144: x 6 x 21.6 ' j 6.31 14.25 0.187 6.0 6.0 0.3125 7.13 9.60 45.8 76.0 70.9 1` 1.56 I 7.60 MPC 144: x 5 x 19.4 i' 1 5.68 1415 0.187 10,1875.4.50 5.00 5.0 0.3125 7.13 8.00 66.0 76.0 70.9 1.28 I 9.12 MPC 14!7. x4'h x 18.4 1 5.36 14.25 4.5 0.3125 7.13 710 81.5 76.0 70.9 i 1.14 1 10.13 MPC 141!4 x51/4 x31h x 18.1 I 529 1425 0.1975 3.5 525 0.316 6.41 5.60 134.7 76.0 70.9 ; 0.84 13.03 MPC 141/. x4 x 17.3 5.05 14.25 0.1875 4.0 4.0 0.3125 7.13 6.40 103.1 76.0 70.9 11.00 11.40 MP6 141/. x31/z x 16.3 4.74 14.25 0.1875 3.5 3.5 0.3125 7.13 5.60 134.7 76.0 70.9 0.86 13.03 MPC 14 x51/2 x 14.1 ✓ 4.11 14.0 0.150 5.5 55 0.1875 7.00 14.67 19.6 933 47.1 1.38 13.58 Mn 14x41/4x12.8 3.73. 14.0 10.150 4.S 4.S 0.1975 7.00 12.00 29.3 93.3 47.1 1.10 16.59 'Mn 14 x 4 x 12.2 3.54 14.0 10.150 4.0 4.0 0.1875 7.00 10.67 37.1 93.1 47.1 0.96 18.67 MPC 121/2x51/4 x 15.2 4.47 125 0.150 S.2S 5.25 0.250 6.25 10.50 38.3 83.3 59.0 1.37 9.S2 MPC 12 h x 4 x 13.1 3.80 125 0.150 4.0 4.0 0250 625 8.00 66.0 833 59.0 1.01 1250 MPC 121/2x31hx12.3 3.55 125 0.150 3.5 3.5 0.250 625 7.00 862 81.3 59.0 0.87 14.29 MPC 121/s x 41h x 10.6 ✓ 3.13 12.1 0.120 4.58 4-% 0.1875 6.05 12.21 283 100.8 403 1.17 14.09 MPC 121/2 x 31h x 9.4 V 2.70 12.1 0.120 '3.44 3.44 0.1875 6.05 9.17 50.2 100.8 40.3 0.85 18.76 MPC 10%xSMx17.5 5.08 105 0.150 5.75 5.75 0.3125 5.25 9.20 49.9 70.0 83.6 1.56 5.84 MPC 10'/7 x43/4 x 15.3 4.45 10.5 4.75 4.75 0.3125 525. 7.60 73.1 70.0 83.6 1.27 7.07 10.150 MPC 101/2 x 4 x 13.7 3.98 10.5 0.150 4.0 4.0 0.3125 5.25 6.40 103.1 70.0 83.6 1.06 8.40 MPC,10'/.x3!'zx8.4 2.46 10.1 0.120 3.44 3.44 0.1875 5.05 9.17 $0.2 84.2 $7.8 0.87 15.66 MPC 10'A x 27/4 x 7.5 2.20 10.1 0.120 2.75 2.75 0.1875 5.05 7.33 78.6 84.2 $7.8 0.67 19.59 MPC 8'A x47/4x15 4.38 8.125 0.1875 4.75 4.75 0.3125 4.06 7.60 73.1 43.3 218.5 1.27 5.47, MPC 8'/x x 3.0 x 11.3 328 8.125 0.1875 3.0 3.0 0.3125 406 4.80 183.3 43.3 218.5 0.77 8.67 MPC 8,A x 2?14 x 6 1 76 8.1 10.120 1 2 75 2'5 0.150 1 4 05 9.17 50.2 67.5 89.9 068 19.64 5.21 MPC S . Prop Eb do P-;,.� AA, X X j Aa.Y - Y I S, S6 r 1 I S Ing in' 1 in- N iA br rn 580.2 62.7 62.7 7.89 32.00 8.00 1.85 42 2 566.1 56.2 67.2 7.53 32.39 720 1.87 42 2 5378 51.8 66.3 7.75 29.53 656 1.82 1 42 2 517.8 48.8 65.6 7.68 27.98 6.21 1.79 42 2 497.0 45.9 64.8 7.61 26.69 S.93 1.76 42 12 475.:1 45.3 59.3 7.61 19.90 4.98 156 42 1 2 54.4 54.4 7.74 19.22 5.69 151 42 1 2 150.3.21 444.7 44.4 52.4 7.58 13.52 4.00 1.32 42 1 2 14261 j 41.5 51.7 7.51 12.46 3.69 1.28 42 2 406 6 ' 38.7i 50.9 7.43 + 11.61 3.44 1.25 42 2 j 359 6 j 143.9 1 43.9 6.37 115.26 4.88 1.42 42 2 378.3 j 39.2 156.2 16.90 126.69 S.93 191 I 42 2 3612 ' 3S 7 ' 51.4 16.EO 119.90 4.93 1.60 1 Y' 2: 337.8 1 37.9 45.26 13.52 4.01 1.36 42 2 127.2 35.4 44.6 6.72 1246 3.69 132 ' 42 307.8 32.8 44.0 6.66 11.61 3.44 129 42 12 2Z, 2969 32.5 • 41.6 6.64 9.63 3.08 1.19 42 1 2 1 ! 257.5 35.4 135.4 6.66 9.90 3.44 1.24 42 2 261.4 ' 30.3 ! 34.3 6.55 7.32 2.SS 1.10 42 Z 249.9 28.2 6.49 6.62 2.30 1.06 42 27 238.2 133.8 29.3 29.3 6.46 4.75 2.11 .91 42 1 Z 218.4 26.9 26.9 6.37 3.33 1.67 .79 42 27 1 176.6 22.1 22.1 6.35 S20 1.89 1.09 42 2 221.6 1 31.1 31.1 5.93 I LZ 17S 1.34 42 2 191.3 29.8 26.8 5.80 651 260 1.07 42 2 176.1 24.7 24.7 5.73 4.75 2.11 ' •.94 42 2 169.6 21.6 265 5.66 488 156 .96 42 2 160.9 22.6 22.6 5.64 333 1.67 Bt 42 2 145.8 MS 20.5 5.55 223 122 .69 42 2 130.0 18.6 18.6 5.62 520 1.89 1.12 42 2 112.1 16.0 16.0 5.48 Z11S 1.27 97 42 2 103.2 14.7 14.7 5.40 200 1.00 .75 42 Z 120.1 19.2 19.2 5.21 6.03 230 1.17 42 Z 96.6 15.5 155 5.04 267 134 S4 42 2 87.3 14.0 14.0 4.96 1.79 1.02 .71 42 2 77.1 127 12.7 4.96 100 133 -.98 36 2 61.9 10.2 10.2 4.79 127 .73 .69 36 2- 105.3 20.1 20.1 4.56 9.90 144 1.40 42 2 89.1 170 17.0 4.47 S58 23S 1.12 42 2 .76.9 14.6 14.6 4.40 3.33 1.67 .91 42 2 40.9 8.1 8.1 4.08 LV .73 .72 36 2- '34-5 6.8 6.8 3.96 .66 ;47.. 54 36 2 51.9 12.8 12.8 3.44 S.S8 2.35 1.13 42 I2 35.2 8.7 8.7 3.28 1.41 .94 .66 42 2 17.8 4.4 4.4 3.18 52 .38 54 36 2• OF ',GIN EER METALBUILDINGS SH= )ATE STOCKTON, CALIFORNIA 40B NUMBER :USTOMER )MCRIPTION A 11k1A 4 L-Ilt"i /4' NOTES RESIDENTIAL ' 4 PERMIT NO. F03&2i0-19707" . ' 02-2832; << ANDERSON; John , „4 16 Terrace Lane, OrovM6 Corit: Sun Power' Roof Mount Solar Voltaic + i I t SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date Signat r J=OK 0 = Not OK . = NotReadyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Drain; MH Test -Fall -Flex Connector 4. Water; Location -Test -Easement Needed (Sketch) 7. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas and Electricity Tagged 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date _ Card B-1 Date Card B-1 Date -Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. 'Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses' 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI, 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except his 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Ciro. / /ga Cu or Al Insulated Neutral O Yes 0 No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Ddve O Yes O No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV ON 7 County Center Drive • Oroville, Califorpia 05965 • Telephone (530) 538-7 1 (Rev. 12/96) 1 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER a ZONING BUI ING PERMIT OWNER AMFIR 100 IrakPNE SQ. FT. OCC. BUILDING VALUATION 2500.00 OWNERS MAILING ARREISe 16 TaRACE LN-, OROVILLE, CA 9-510-66 CONTRACTOR'S NAME .-,TIN POUM coll (370-2085)1522-5922 TELEPHONE CONTRACTOR5 MAILING ADDRESS 100 GM D DREDGER QRQ�qLLE CONSTRUCTION LENDER 5 Fireplace LENDERS MAILING ADDRESS Total valuation $ 2500.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 35 00 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ i ng no LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other 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: ROOF MOUNT SOLAR SYSTEM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 020.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 600VOR LE Main Service 2..A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class G/b .(� 1416 Lic. No. 757086 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurancearrier and policy number are: Carrier S-TA*TE 'Fu /,/ � Policy Number S 1-- 0 iIik (The above sections need not be completed R the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /J � X Off- .: _ Date d / c 0 C/ 10a Signature of Xplicant - ❑ caner - Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To 46. 00 CCUOOOA NEW CONST. DWELLING OCCUP. SO WE so OR ADDNS. ( .ACC. BLDS. 3.5¢FT; HOµREOSIDT MULTI.OUTL£T 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. 2C Ex. OCCU OUTLET OR FIXTURES 00 BAL so Ex. Occup. OFTEE°rs A=ID )0ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 23,00 PERMIT FEE =43.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 152. HAZ. D. FEES IMP _ FLOOD CDF PARCEL Po HD 5S01 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated abov for which es have been paid. By Date I ** PERMIT EXPIRES ON Det. Receipt No. 363945$152 0000 WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 38121 JPURSELL((LSBCGLOSAL NET February 10, 2003 Butte County Building Department 7 County Center Drive Oroville, CA 95965 5 MADRONE AVE. STE. B OROVILLE, CA 95966 PH. (530) 533-2131. FAx (530) 534-0902 RE: Solar Panels @ Existing Shop at the Residence of John Anderson Dear Sirs: An inspection performed on 2/1/03 of the existing "Capitol" metal building, constructed circa 1981.on Mr. Anderson's property, verified that the building was constructed in accordance with the engineered plans. The structure is in sound condition. Though more than 20 years old, the bolted connections show little corrosion. The solar panels to be mounted on the roof have a design load of 55 lbs. each incl udin mounting hardware. Each panel has dimensions of 51"x 39" (see attached information sheet). The resultant uniform load is 4 psf. The original calculations from "Capitol" indicate -a design roof live load of 20 psf (see - sheet C-1).. The design live load required for Butte County is 16 psf. Therefore, the original calculations account for both the required standard plus the additional 4 psf added by the proposed solar panels. Thank you for your consideration. 533-2131 if you have any questions Thank you sell, P.E. If you have any questions, I can be reached at (530) GTIE ��uY �U Eo924 �G DEPARTMENT s o� �T CNN A FOFr;1l`r KC158G HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE USTED HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell -processing technology and automated production lacililies.produce a highly efficient mullicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 14% These cells are encapsulated between a tempered glass cover and an EVA poltant with back sheet to provide maximum protection from the severest environment conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug in connectors. APPLICATIONS KC158G is ideal for grid tie system applications. •Residential roof top systems *Water Pumping systems •Large commercial grid tie systems sHigh Voltage stand alone systems QUALIFICATIONS UL1703 certified. PERFORMANCE WARRANTY 25 year* limited warranty on power output SPECIFICATIONS ■ Electrical Specifications s Physical Specifications (unit: mm) I 990i)9.l>� _ )6iL�inJ l 1 ■ Thermal pararnetem Nwni,w omat'rong Ceu Tempera I r...•— �''....._._.__....__._— ;� twe � 11 tsc Curr�t+t tempetatae coellicient t Ic• 1164TC.0WO-31 APC _--- i Voc VONage temperature.Coetlicient IV/'C) (•/.tOr. 10') Y/'C •t'rn.m m,te+,' of mr maa+%e nnor 25 vena .a nm oe him rn�n V0% Of ma mm�mum ?ower f ined m the data 0-1 Nsle the elecncm tpentrcaIi are -del test 10addia— o1 nraoi— of smn _, d 15 m1 "m mrd cc -11 :cmp,•.nttne at 752' x�iY.1'a rr.:t:rvci IM 1r17n+ +o modltr ruin specit:Llbms v:trwut polite ZZ r TN>.� METAL BUILDINGS SHEET C'� CJI~' 2 DATE'' STOCKTON. CALIFORNIA 40B ER CUSTOMr'— f tZ,�CRTPTION .. �U� /�+ / /�1 � � � (JSG C3 X ?2•��I�7G Z ms. 51-5 ; M J PETERSON & ' ASSOCIATES ENGINEERING, INC. CIVIL & STRUCTURAL ENGINEERING DESIGN 7122 12 Toptmp Canyon Blvd., Suite A, Canoga Park, Caffornia 91303 Office (8 18) 883-7563 Fax (8 18) 883- 7585 BP Solar inc. Test Certification 630 Solarex Ct. Frederick, MD 21.703 Attn: Eric SchalIa Date of observation of test: March 19, 2001 Subject: 50 lb. #/sq. Test of BP Flat Mount Solar 4 -module Model BP -21505 TEST SETUP FLAT MOUNT: Four BP Solar 31.1"x 62.6" long modules were bolted to 1.5" x 1.5" x 130" supports using a combination of 10 Ea. 5/16" stainless steel bolts, lock washers and specially extruded inserts. The mounting channel was attached to the module mounting with a 3/8" nut and washer at six attachment points to a Tile Trac mount. The Spans tested consisted of a front to rear of 48". The entire set up was attached to 4" x 6" beams with 5/16" x 3" lag bolts. The entire test set up rested on the concrete floor. The Tile Trac mount will support BP 5160-70s, BP 2140-50S, BP MSX150, BP SX145-55S, BP5160-70U, BP 2140-50U photovoltaic modules. Test Procedure: The test set. up was then loaded using sandbags that produced an equivalent 50#/sq.ft. loading. Upon completion of the placement of the sandbags the maximum deflection that occurred was 3/8". The sandbags were left for 30 minutes with no change in the deflection or any other sign of distress. After the 30 minutes was completed the fixture was inverted to simulate the download condition. The results of the tests were duplicated in the uplift condition. The deflection was 3/8" maximum and the fixture suffered no signs of distress and was to the loading. This document certifies the Tile Trac mount and accompanying tilt up support, used with BP Solar BPseries modules, withstands a 50 lb. per square foot static pressure load, this loading is equivalent to a wind speed of approximately 125 mph as defined in the 1997 Uniform Building Code. Overall the mounting unit performed as expected. If you have any questions are comments please feel free to contact this office. Sincerely, xuxfi��_ Michael J. Peterson RCE �erE. Eqs� 0� OZ No. 90 �A J. VIJIMUc f k L 130.000 a UPLOAD DEFLECTION 60!18 so FT e3v C:= DOWNLOAD DEFLEMON 60A9 so Fr &v RT CLMP BP SOLAR WPPORTs 4 - MODULE 50# LOAD TEST MME )LINT 3OLT MODEL KC1201 `0-0- KC120-1 HIGH EFFICIENCY MULTICRYSTAL !'! PHOTOVOLTAIC I MODULE TYPICAL OUTPUT 120ft i ti HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities have produced a highly efficient mullicrystal photovoltaic modules. The conversion efficiency of the Kyocera solar cell is over. 14%. These cells are on capsulated between a tempered glass cover and an EVA potlant with PVF back sheet to provide maximum protection Irom the severest environmental conditions. The entire laminate is installed in an anodized aluminum Irame to provide structural strength and ease of installation. APPLICATIONS sup -•Microwave/Radio repeater stations *Pumping systems for irrigation, rural water Electrification of villages in remole areas plies and livestock watering •MeCical facilities in rural areas •Aviatlon obstruction lights •Power source for summer vacation homes •Cathodic protection systems • Emergency communication systems • Desalination systems •Water quality and environmental data monitoring•Recreational vehicles systems . I •Railroad signals *Navigation lighthouses, and ocean buoys *Sailboat charging systems SPECIFICATIONS ■ f]ectricai specifications ■ Physical spectrwations (uNr: —I MODEL KC120.1 Maximum Po -"n r Maximum Power Voltage 1&9vol13 Maximum Power Current 7.10 Amps MODEL KC1201 `0-0- KC120-1 HIGH EFFICIENCY MULTICRYSTAL !'! PHOTOVOLTAIC I MODULE TYPICAL OUTPUT 120ft i ti HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities have produced a highly efficient mullicrystal photovoltaic modules. The conversion efficiency of the Kyocera solar cell is over. 14%. These cells are on capsulated between a tempered glass cover and an EVA potlant with PVF back sheet to provide maximum protection Irom the severest environmental conditions. The entire laminate is installed in an anodized aluminum Irame to provide structural strength and ease of installation. APPLICATIONS sup -•Microwave/Radio repeater stations *Pumping systems for irrigation, rural water Electrification of villages in remole areas plies and livestock watering •MeCical facilities in rural areas •Aviatlon obstruction lights •Power source for summer vacation homes •Cathodic protection systems • Emergency communication systems • Desalination systems •Water quality and environmental data monitoring•Recreational vehicles systems . I •Railroad signals *Navigation lighthouses, and ocean buoys *Sailboat charging systems SPECIFICATIONS ■ f]ectricai specifications ■ Physical spectrwations (uNr: —I MODEL KC120.1 Maximum Po -"n 120 Watts Maximum Power Voltage 1&9vol13 Maximum Power Current 7.10 Amps Open circuit Voltage 21.5 volls Shon-Cirl'i 1 Current 7.45 AMPS 1_rmg:n 1425mm (56.lin.) SSZmm (25.7m.) Depth 'weigrd 11.9kg 128.3!tlx) wore Tg 9rloe_ 6eo61ttae04M1 we ~ • o ooewe ei erex,ancB a r!wlmr. s-_ or 13 si eros era cm wr, mdaace of 25Y Kwon. remre - ry. 10 --ft mne y�e•.bm NUN --. Bull E®v�ITY NG DEPARTMENT Y. DU1�.D1 Ali 652 w 7 E: _ Bull E®v�ITY NG DEPARTMENT Y. DU1�.D1 Ali , . e . ^ ~ . . . ' ^ . . ' . ' ` tELECTRICAL CHARACTERISTICS mwmte�*ics of Photowtalic w*uv ,curfent-voitapPhotovoltaic Module KCtMl at warlous cell terripwahm ' ' ' . ` � .. . ' - � � � . ^ � - ' - � � ' , ^ , " oma m^ic~tat _~.-"^'~.~^.~~~~.~~~"~-.�^,"~^~w�._^ . .. modules -_.-,-.----' . °r*"="�u*o^= . �����"��� *mo�"m�.�*°m�*waw"*m ' °r*"m"shock test *�^�*** *Th /Freezing and high ^ ��v �*wvm* *s *Electrical isolation lest *Field exposure test ' *Hall impact test ' ' ^ . . x,ucsmAcmnpomATmw 0 Kyocera Solar, Inc.` ' KYOCERA HEAD OFFICE ' ~ ' ^ x,mCEpx Kyocm Solar Fly. Ud.. wx,oncnAASIA PACIFIC PTE. LTD. ~~B~~ . *x,om^mASIA PACIFIC LTD." . vn� Kyocera Solar do Brazil UdaL | °v,mCEnA ^nm ,^com LTD., TAIPEI oRA^m* . ft. __~° ft, =�~�,~�^oft ��°�._~~~~ ° °��,=" . . / . . . ' ' . - - ' ` . . . ^ ' ^ XAPPROVED Permit- C/earance ❑ CONDITIONALLY APPROVED RESOLVE PROBLEMS PRIOR TO APPROVAL Permit #• Date: T'_�3 �____D O Genera/Information )wners Name: `tel _ a� AP #: — Q - 10 :ame as Computer Information: ❑ No ,Yes ,ddress: ' 6e� t'-aGe �iJ PrOpe/2InfMMM1On 'one District: f'y �— Date of Zoning Ordinance: 3eneral Plan: Development Agreement: ,'se Permit: _ Variance:. arcel Is In: Land Conservation Agreement n No ' ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area JkNo . ❑ Yes " Specific,Plan , No ❑ Yes ❑ Chico ❑ D2N ' Enterprise Zone No ❑ Yes, check use y I Floodplain IN No CJ Yes Zone: Watershed Protection Zone R No ❑ Yes ❑ Cohasset Panel Number: �d2S roposed Use: ❑Agriculture Building ❑Commercial E] Industrial ❑ Mobile Home ' ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units -per parcel Other �e—b l --oposed Use Complies With: General Plan 15 Zoning roposed Use Repuires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use - :omniercial/Industrial/Multi-Familv U Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes \pplicable Setbacks: i ❑ Other , ❑ Other ' Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front Side O Side street Rear (� Height Permit Clearance Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Mull) ❑ No ❑ Yes Parcel Created by: X_Deeds Date of Creation: /O/ 2 Z (a Legal Access Provided: E)No Yes Deed Reference: Legal Q/e (( Legal Access Required: ❑ No Yes Parcel Frontage on Publicly Maintained Road: �` rN,0[I Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No _ Yes Comments: //''`t WR5 -3G - ZZ -75 ❑ Map Date of Recording: Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: X. .340E)Verify Legal Parcel %Verify Legal Access ElProvide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: ;IA 1Md 13A3A dNdl 3"P® JO JIINM 6661 £ t A 0 N PROPERTIES SHEETING CRITERIA ACCESSORIES SCHEDULE LEGEND �' jg GA. 14 GA C Ig GA. uP 14 GA. SHEETING. ROO�GA. COLOR G (RB) RAFTER BEAM (DJ-) DOOR JAMB FY a 50 KSI FY = 50 KSI FY = 50 KSI FY = 50 KSI 3'-0 WALL GA. COLOR ��_ (C-) COLUMN (DH-) DOOR HEADER 6,. I. 6" TRIM. ROOF PERIMETER COLOR (RKB-) RAKE BEAM. (WF-)WINDO'W FRAME AISI AISI AISI AISI }}---i"— i I" WALL TRIM COLOR (CP-*) CORNER POST Sxx = 1.99 Sxx = 2.67 Sxx = I. 99 S x x = 2.67 4 A =. 89 A = 1.012 A= .89 A= 1.012 i i SKYLITE. 3'X II' FIBERGLASS. (EP-) END POST • Syy=.458 Syy=.60 Syy=.523 Syy =, 685 I 2' 2" ' M WALL LITE. (. ) 3' X 11' FIBERGLASS. (P-) PURLIN Ry= 1.06 Ry = 1.08 Ry = 1.32 Ry = 1.35 I 12" 12" 12" WALK DOOR.( /) 3070 W/HARDWARE. (EVP-) EAVE PURLIN (FB-) FLANGE BRACE R x = 3.15 R x = 3.15 R x = 3.15 R x = 3.15 ROOF VENT. (. ) 20" DIA. STATIONARY ( DAMPER) . TYPICAL PANEL SECTION (RBC-) ROOF BRACE CABLE WHITE ( ) 9"X 10' CONTINUOUS (SBC-) SIDE BRACE CABLE 4 -+-t n • N 4.. MAT'L. THICKNESS WT. I S FRAMED OPENINGS (1) � X/.4 (EBC-) END BRACE CABLE �2Y2 h� �� j4 0 26 GAGE .0217 ,887 .0322 .0484 ( ) X (RA=) RAKE ANGLE (SA-) SAG ANGLE 8 1 8 I- ( ) X (G-) GIRT. - EYE it y, r 03-Is�G' As TZ),' c7r. UiTE COUNT`( BUILDING DIVISION APPROVED DWN BY CUSTOMER/ XI -1 JdN� r� M' l<f► CHKD LOCATION _ cD z ENGd�Y/GGA �++ N r BUILDER DESCRIPTION, METAL BUILDINGS STOCK TON, CALIFORNIASrAI F JOB No. /�/O2 EET OF m _ �M NOTES: MY" M REVISIM BY DATE 1\\�3r LUj) BY [ATE BY [ATE. BY DAT E N ill nf* 1\\�3r LUj) CUSTOMER y� � N OCATION UILDER te, F CALI DRAWN SHEET 5�- B DATE J 0 NO., le:2101�2 a � NOTES: 97MOVAppoll, 7 REVISIONS Q BY DATE 0 BY DATE 0 BY DATE BY JDATE cm OF BUTTE COUNTY BUILDING DIVISION APPROVED -CUSTOMER LOC ATI O N �22 G C. 67, d BUILDER DRAWN SHEET O� DATE [JOB N0. X41 4-io?YP ,�}� E io ryP. - � r DATE 0 BY DATE 0 BY DATE 0 BY DATE 7 YP, dam?? ESD LEE REVISIONS' 0 BY DATE 0 BY DATE 0 BY DATE 0 BY DATE /- BUTTE BUTTE COUNTY BUILDING DIVISION APPROVE® CUSTOMER .41���-S4il/ LOCATION O�OV/GGA. Gil BUILDER 4-C�� DRAWN SHEET DATE JOB NO. I452/02 J 4 -io ?'a �w�www�v C J � REVISIONS Q BY BY DATE 0 BY DATE 0 BY DATE BY JDATE f1' r"to .C4Jf1.4-/0 � G L� J L o H iE COUNTY gVILOlNG.®I V ISION APPROVE® FESS Mt IDA USTOMER OCATION _..._.... _..- - UILDER._ SHEET T E -! -P.11 NO./6 2 � G L� J L H iE COUNTY gVILOlNG.®I V ISION APPROVE® FESS Mt IDA USTOMER OCATION _..._.... _..- - UILDER._ SHEET T E -! -P.11 NO./6 2 �oo� S�1�i�vG 5 BUILI�lNG DIVIION - - APPROVE® oQj�O ES,Si DWN BY CUSTOMER CHKD LOCATION � C� cp ENG 024 NO.;. z DESCRIPTION, rr� UILDER cr- METAL BUILDINGS sHEET 0F. STOCKTON., CALIFORNIA SCALE JOB NO���O2 r PURLIN COLUMN HAUNCH CONN. r �31xI 1?. 13� x-x%"8%� EAVE PURLIN RAFTER BEAM IWP614 x14, l WELDED RIDGE CONN. HIGH STRENGTH BOLTS BOLTED RIDGE CONN. COLUMN. BUTTE COUNTY �.. BUILDING DIVISION 12" 3� x8 x BASE PLATE CONN. NOTES -1G /0IP�xl , l =. /4I"X��?� 3�� �. %�� Hca 10, H K D JDWN BY CUSTOMER LOCATION C:f a NGcm N O SOV/ Gam' BUILDER DESCRIPTION. METAL BUILDINGS RIGID FRAME CROSS SECTION. NORTH BRODWAY 1700 SCALE JOB NO. �� n EET OF STOCKTON, CALIFORNIA 95205 iv� do -GIRT l Z7QL'� G,�I�iA GC-..2..�G/� �l Er�DG✓4GG � S/�L�/4GG (�G✓) — — - - �?� '/?"max/ni`1.8.5 I ('�i�%.8) . i il/I�G�QLG T�i�! 1t W, ,..-. _ 47- =5 -4 5-:. TUQt/ �- _ _; ... BUTTE. COUNTY BUILDING DIVISION APPROVE® NOTES.=ek�� �i9 IDWN BY CUSTOMER�� H K D-Y��/�� saN y / LOCATION W/Li�G 0 7 iV r G ` ILDER DESCRIPTION; METAL BUILDINGS SHEET OF ",l F9 • STOi,KTvIJ, CALIFORNIA SCALE JOB Noy��) /'� a a Q 9o5r � I - G'O/UL?/TX2iV.. REVISIONS 0 BY DATE 0 BY DRAWN Q BY g U RY STEEL BUILDINGS 'aa LBROAnWAY STOC.KTONiC.A; � BCG/ GG/� co.Ur�ir�o v LJTT'E NTY 1 DIN � iON ou-r CUSTOMER/ /V LOCATION BUILDER DRAWN SHEET GATE 10 B PJ 0, ; i3�� r I (ZACE.3EAI'I 2Iz 'x ICo U A. f r s NOTES.= E�1a WAc.c_ POST - u._.. 8. x.7C�'x. 67A, C Q �t C�tfZTw/ CLI P. S�nllaLE C Co .p-n1Ep- PoST z yz. x J(P 67A , C ZA K E 4 EA M 91061E COAIIVL TIO,�i .-.rr,,/ RAKE REAM 7ErVD r✓�9LL POET CLIP 2IO(:.IE P057 _LIP6 CZPG-1 ) TE�2 Eel D wA L U 5T 7C =-Z PU 5T To K E 8 EA M o,eI� E,e P o T _ B E COUNTY BUILDING G DIVISIO 2 9:" APPROVED ��VD PoST CLIP CUA-A6Ee:.PU5T EAJD.PO5TCLlP ;;3,_ .:. CEPC- 19)E�IDW/�.C:C:PoST C 2) EA)1k COreAlEQ-:.Po5T.... END. W.A:LL POST cz a:icvANGHU2 aoL.T C O r2Jll ER— PU 5T f 6 WQ WA!_l_. POST CoN AJ 'Z:tJDF0:57- 5A5'E COAlA1, OWN BY CUSTOMER CHKO LOCATION ENGo Qj1QVIG G GQ BUILDER DESCRIPTION,;-_ METAL BUILDINGS sEc_-z rolcl �r /��V:cE-cc.�P�i�T3 STOCKTON, CALIFORNIA ' SCALL° JOB N9. ���C�� SHEET OF (6) f•DIA. MBS. PURLIN CONN. ' i (2) - 01A. MBS- PURLIN CONN. FLANGE BRACE 2X2X 14 GA. PURLIN L �- 'PURLIN PURLIN EAVE PURLIN 1 (2) DIA. MBS RAKE ANGLE " �- PURLIN R RAFTER BEAM NO.12X14X f SDS• PURLIN • GIRT f r I GIRT 2f DIA. M B r� EACH END i • (2) DIA. MBS' COLUMN I RAKE BEAM FLANGE BRACE RAFTER BEAM 2 X 2X 14 GA. ANGLE FLANGE BRACE 2 X 2 X 14 GA. ANGLE RAFTER BEAM PURLIN R. COLUMN DIA. MB EACH END (2) -DIA. MBS CONTINUOUS PURLIN GD-i SIMPLE SPAN .PURLIN GD-2 EAVE PURLIN TO RAFTERIGD-3,SI WA GIRT TO COLUMN -4 PURL.IN TO RAKE1-5 RAKE ANGLE EAVE PURLIN I X 14 GA. SAG GLE GC-5 GIRT CLIP GC-3 GIRT CLIP GC-4 GIRT CLIP (2.) GC-3 GC-2 GIRT CLIP GIRT CLIPS. ENDWALL POST PURLIN GIRT GIRT RAKE BEAM (2) 2DIA. MBS. SIDEWALL GIRT CORNER POST GIRTGIRT (4) 2DIA.MBS. ' (6)TDIA. MBS. GIRT- I.. lEND'WALL TYP. ENDWALL POST (6) "IA CORNER POST AFTER INSTA4ATION -BEND TABS OV SAG ANGLE CONN G -I GC-4 CLIP (4) DIA. MBS- GIRT TO CORNER POST GD-6 GIRT TO SINGLE END POST GD-7 GIRT-TO DOUBLE END POST D-8 EAVE PURLIN TO RAKE- BEAM D-9 ' DOOR JAMB EAVE PURLIN (4) 2 ' DIA. MBS � GIRT • DOOR JAMB JAMB BASE CLIP JBC-I ° o (2) DIA. MBS o GIRT � • �..' .., • .. 'r I'pIgNCH p dp CPC-1 CLIP : OR .fAM$ ° UN.! Q DOOR H£ADE '� _ 2 ANCHORSo BILDIN C�I��I�� CONCRETE SLAB TDOOR GC-3 CLIP GC-3 CLIP DOOR ift OV /�D CPC-I CLIP JAMB (4) DIA.- MBS. (4)2DIA. MBS. DOOR :JAMB TO BASE GD-1.1 JAMB TO EAVE PURLIN G3 , B TCS' GIRT GD-13 GIRT TO DOOR JAMB GD-14 IDOOR HEADER TO JAMB GD-15 NOTES : ;.x;40 y9 DWN BY CUST,..M/ER,' / ,/f KD UNIVERSAL CLIP (UC 1) IS SUBSTITUTED / y �� FOR ALL GC-2, GC-3, GC-4. GC-5, ay .` LOCATION ENG JBC-1, CPC-.1 &_ _ - y�; .. _ A �/l � �a BUILDER DESCRIPTION, %a'�ls� � ! METAL 811ILDINOS GENERAL DETAILS SCALE JOB NO. ����� SHEET Ur ,I+fF �1Q 0 1700 NORTH BRODWAY STOCKTON CALIFORNIA 95205 ,I GIRT DOOR HEADER • WALL SHEET t RAMSET WALL SHEET I AT 4'a 0" 0/C MAX. HEADER HEADER TRIM TRIM WINDOW FRAME ZENDWALL PANEL S1DEWALL PANEL ' DOOR JAMB • 3" -LAP (4) SHEET METALY• SCREWS � • . ° : ••.• � _ '.;:••; WALL PANEL INSIDE CLOSURE CORNER TRIM L JAMB TRIM JAMB TRIM BASE ANGLE CORNER TRIM DETAIL GD -16 WINDOW TRIM DETAIL GD -17. FRAMED OPENING TRIM DETAIL GD -18 BASE ANGLE DETAIL GD -19 ' II f INSIDE CLOSURE ROOF SHEET L1�L1 I ROOF' SHEET EAVE GUTTER- E4AVE PURLIN RAKE TRIM SHEET METAL SCREW ROOF SHEET ` INSIDE i AT 3' 0/C, CLOSURE i �� GIRT ��3" LAP T}�3" LAP ;"6�,A+.IcaL1= �`TiZ,eI x I x C�c� , SECTION (A) ILJ EAVE TRIM -WALLSHEET DOWN SPOUT. �, • I I RAKE ANGLE SHEET METAL SCREWJ. A '— AT.EACH M -GH RIB BASE ANGLE (4') AT EACH LAP, WALL SHEET ELBOW SHEET METAL SCREaIV AT EACH WALL SHEET HIGH RIB. (6) AT EACH. LAP. INSIDE CLOSURE U� GD -20 DOWNSPOUT DETAIL 130-21 EAVE TRIM DETAIL GD -221 RAKE TRIM DETAIL GD -23 NGTES = DWN BY. CUSTOYER WIVTY • t� C H K D� = V: LOCATION I IIS DIVISION ENG -� �- BUILDER ' DESCRIPTION. METAL BUILDINGS GENERAL DETAILS 9'j� T ��� 1700 NOR I H bk0[)WJOBA 1 SCALE N0. SHttI' OF STOCKTON, CALIFORNIA 95205 %O�CJ } NO. 12 -JO X 3/4" SHEET METAL SCREW. PURLIN SPACE 1/2 SPACE 1/2 SPACE I ' ' p NO. 12-14 X 1 1/4" SELF DRILLING SCREW. _ o z-+ R'!si N W $ m W cyW O X n Z z a (o oa �w0 1 . fV -j Q 0.- - - ROOF SHEET W � I W z W crW W aWX (n 3 W ap ww>- -1 1"X3/_32., Z m = M TAPE MASTIC N ui F- a it _ LL u) N a4Jz r J V � m _1 ' M NOTES= EAVE ..FASCIA/ WALL SHEET . 1 I � I . J' J T ' 6„ T 6.. T 6.. T T 6.. T 6,. T r.. ROOF AND WALL PRIMARY FASTENER SPACING AT PANEL. END LAPS, RIDGE, EAVE, & BASE LINES T 12" T 12., T r6 7 6r T I INTERMEDIATE SPACING AT PURLIN & GI.RTS INSIDE CLOSURE EAVE SHEETING ANGLE EAVE PURLIN ROOF BEAM ROOF AND WALL SHEET EAV-E,,, DWN BY CHKD ENG BUILDER ! WALL SHEET I I ;I WALL SHEET END LAP. 1" X 3/32" t TAPE MASTIC . I ' J I 4r I 2LIN ROOF SHEETING END LAPS. . i n —ROOF SHEET 1" X 3/32 r TAPE MASTIC 1 ROOF SHEETING SIDE LAPS. litz CUSTO ER F; LOCATION 10MC DESCRIPTION, METAL BUILDINGS FASTENER SPAAR(Pto i700 .NORTH BRODWAY ^ JOS ET OF STOCKTON, ^ALIFORNIA 95205 5t✓ -E Nn,I�I/n�% SHE SOI 16 Terrace Ln, Oroville, CA 95966-9550 "gfI006 Windfall Way F::::= 200 m 01000 ft 02002 Yahoo! Ino 02002 NavigationTectvwb*s ) TECH John Anderson 16 Terrace Lane a 11roville, CA 95966 4,8 kW Grid -Interactive Photovoltaic System 1. (48)-KC120-1 Modules (2'/, -SMA 2,5kW SunnyBoy Inverters s Issue Z 0 Q U 0 J -,O a� 0) "D LJ ON 3 un 114- (L 0,QLr) UU(JN �-� Cf a- F II -j C as~ Oo W O,p LM Sun Power Geothermal Energy 125 Larkspur St. Unit 117 San Rafael, CA 94901 415459-4201 CA Lic. 9759086 Drewke Type, Cover Sheet .lob Anderson -- 4.8 UT Drown By - Craig Stager fX Dots 8 OCT 02 sme• NTS I of 4 Electrical equipment 100' frog shop to house located on ground Main service and meter at house. floor southwest wall, (1) AC Disconnect min 10' from meter. inside shop. (2) DC Disconnects Each Array will have a 15 degree tilt (2) 2.5kW Sunnyboy Inverters Arrays will face southwest Upgarde sub panel to 200 Amps 24 nodules in series per array Solar Arrays face southward No 40/ f 3 degree slope Metal Roof 3 degree slope 1 %0/ WEST SOUTH NORTH EAST Kyocera -KC120-1 Photovoltaic Modules Physical Specifications Length -=56.1' Width --25.7' Depth --2.2' Weight --26.3 lbs f 3 degree slope 3 degree slope 1 75' to Property Line t c , a, c L 0) CIL 0 L IL 0 0 0 (U z 0 F- U 0 J W N "O W C O 3 O vIt oLa)<in N UUON �- 5 d I F— C NM O!fQ L OL °i L > I 0-C~ Oo W O L ('7 (L ,D Oln Sun Power Geothermal Energy 125 Larkspur St. Unit 117 San Rafael, CA 94901 415-4594201 CA Lic. #759086 Dradnp Type Roof Layout .ba ` Anderson -- 4.8 UT Drove+ Br CraigStager oD 8 aC 02 sca" meet- 2 of 4 Typ ica( -Stru'ctu'lrta[ Mounting Inter -nodule clip Solor nodule lardrmte Solor nodule frone Extruded rail - -CCinnneT W - 1 5/8' Strut ---7/8' Strut Flash plywood 15 Degree Fixed Tilt T -Clamp Stainless Bolt Solar ar Pare o 3/8' Strut nuts 1 5/8' Strut s 7/8' Strut Galvanized Waterprofing i"/8' Strut 1 � Roof Jack 3/4' x 1 1/2' Couplings 3/8' x 4' Lags Typical ry. BUTTE „ COUNTY BUILDING DEPARTMENT Am FP P R CF), i PEM D :1 2' x 3/4' Gal Nipple ®ice ililill'-ii• Z O 1--q F— U J %D N "D LJ ON 3 VUN .10 ) 'q- 0 L Qlf) N UUON C F- -M � Q L � M 0)'> lf) CL L -Ld 0-C Oo Cy- O `p L M 0- 0 L Sun Power 8t Geothermal Energy 125 Larkspur St. Unit 117 San Rafael, CA 94901 415-459-4201 CA Lic. #759086 Drol* p Type Structural Mounting job Anderson -- 4.8 UT Bran By - Craig Stager mom. 8 0 02 sade. NTS Sheet' 3 of 4 Photovoltaic Modules Cutler Hammer Non-Fusable Lockable 3R 2 -pole 30 Amp 600 Volt DH261 UDK — — — DC Disc 4,8kW System with 48 total Kyocera modules (2) Array's of 24 each KC120-1 Modules 12 Volt DC each connected in series, # 10 Copper from PV to Inverter Photovoltaic Modules Yi NOTES Cutler Hammer Non-Fusable Lockable 3R 2 -pole 30 Amp 600 Volt DH261 UDK KC120-1 Voc=21.5 Volts KC120-1 Vmp=16.9 Volts (A) Array Total Open Circuit Voltage=516 Volts (A) Array Total Maximum Power Voltage=405.6 Volts Short Circuit Current=7.45 AMPS Maximum Power Current=7.10 Amps Warning! Electrical Shock Hazard. Do Not Touch Terminals on Both Line and Load Sides. May be Energized {� Cutler Hammer }' Non-Fusable Lockable 3R 2 -pole 30 Amp 600 Volt f DH261UDK DCe Disc Di c Cutler Hammer Non-Fusable Lockable 3R 2 -pole 30 Amp 600 Volt DH261 UDK y SMA SWR250OU 2.5kW Sunny Boy Inverter 240 VAC UL E210376 GFP SMA SWR2500U 2.5kW Sunny Boy Inverter 240 VAC UL E210376 cFr Meter. - fi BUTTE UNTY 2 -Pole BUILDING DEPARTMENT - 30 Amp AC 9 - Exterior Utility A F F K U., YE Breaker 'r Main Service Panel Main House Grounding .System AC Disc Cutler Hammer Non-Fusable Lockable 3R 2 -pole 60 Amp 240 Volt DG222URB S 200 Amp .SUB PANEL 1"Umm Issue z 0 F a U O J -,O � W GN � � d n Z 3 V) 0 L UL)M ?- d i F- LLLJ L M --j