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078-340-028
4ETAL BUILDING WITHOUT PERMITS +/17/84 a LEON. & MsICHAELEE MALOTTE �- X48 Edgemont Drive, Oroville Perrgit#1347- 4B P E new rivate > > i p garage- & - storage)������ � �� � I17 ���(((���(((////// r a' r19� /i/�MALOTTE, Leon" _ . 878-68B - PERMIT#96=2670` MALOTTE, Michaelee _. 48 Edgemorit.Dr., Oroville New.Pri Det'Garage/Shop �Q 48 Edgemont Dr., Oroville Y3SUe (add garage) PERMIT#98-0140 :0-78-3L/0— 0 -.MALOTTE, Michaelee 48 ,_Ed,gemont Dr:-, dOroville 02-3517 -MAL-LOTTE; LEON Esc MICHAELEE. 49 EDGEIVIONT DR., OROVILLE CONT: SUN POWER ROOF MOUNT SOLAR PANELS 1 � ! y 1 • I i I o R� Butte County Department ofDevelopment Services . Tim Snellings, Director I Pete Calarco, Assistant Director - TrF° 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile c�UNty www.buttecounty'.net/dds ! ADMINISTRATION*SOILDING*PLANNING t ' May 19, 2006 , i Leon & Michaelee Malotte +: 48 Edgemont Dr. Oroville, CA 95966 Re: Application for Lot Line Adjustment, LLA 06-32 , A.P. Number(s) 036-450-028, 029, ; Dear Applicant: J t F *On May 19, 2006, the Department of Development Services made the finding that the , Lot Line Adjustment on the above referenced property is exempt'from environmental', review, and approved the project subject to the conditions on the attached page. Should you appeal the decision of the Dept. of Development Services, 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 95965, prior to'4:00 p.m., May 29, 2006. The conditions of approval must be met within thirty-six (36) months from the date of approval .by the Department of Development Services or the approval will be considered null and void. - Ifyou have any questions concerning this matter, please contact this office at (530) 538= 7601, Monday through Friday, 8:00 a.m. to 4:00 p:m. { Sincere) e arco Assistant Director of Development Services ; . 1 JH/ ! cc: Ron Graves, 563 Nelson Ave, Oroville,,CA 95965 ' -Environmental Health Department Building. Division f f CONDITIONS OF APPROVAL Leon & Michaelee Malotte, Lot Line Adjustment, LLA 06-32, 036-450-028, 029: lot line adjustment to the rear property line of parcels'in order to place all of an exisiting barn on a # single parcel, located on the East side of Edgmont Dr. between Edgemont & Inglewood. 700' south of 1. New lot or parcel lines. shall comply,with setback requirements of applicable zoning and building ordinances. 2. Deeds and plats (if required) shall be .submitted to the Department of Public Works, Land Development Division, for checking and approval'priorto recordation and shall contain the notes specified below. Include a legal description signed by a registered civil engineer licensed prior to 1982 or a professionalland surveyor. 3. Provide documentation from a title company on the applicant's choice verifying any'deed of trust affected has been partially re -conveyed or modified to reflect the lot line adjustment and to prevent the creation of any additional lot or parcel. 4. ' Prior to recordation of deeds, provide documentation verifying payment of taxes as reguired by Subsection (b) of Section 20-95 of the Butte County Code and as specified in,Article 8 of Chapter 4 of Division '2 of -Title 7 of the Government Code; commencing with Section 66492. 5. Prepare a plat showing correct new and existing lot acreages. , , 7 i Deed Note (To be placed on any deed to effect lot line adjustment) The purpose'of this deed is to effect a lot line adjustment as approved by the County of Butte on ' The above described lands are to be combined with and become a part of those lands as described in the deed to as filed for record in Butte County Official records at Serial.' Number Book at Page No additional lots or parcels' are created hereby. The scope of. review of said lot line adjustment was limited as specified in.Govemment Code Section 66412(d), and approval of it does not constitute assurance that future applications for building permits or other land use entitlements on the modified lots or parcels will be approved by the County of Butte. Plat Note (to be placed on any required Plat) This plat does not constitute a legal description of the lots,or parcels depicted and does not show all, easements of record on or affecting said lots or parcels. x { 1 Lot Line Adjustment Conditions of Approval -` Butte County x i NOTES RESIDENTIAL, r 036-450,02'8"� ` 02-3517 PERMIT NO. — MALLOTTE, LEON,&.MICHAELEE..� 48 EDGEMONT DR., OROVILLE CONT: SUN POWER ROOFMOUNT SOLAR PANELS i L , SPECIAL CONDITIONS CHECKED BY . SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ: SPECIAL INSPECTION ITEMS VERIFY " USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 } JOB FINALED (Date)"v r' Signature J=OK 0 = Not OK . = Not NotApplicaReady ble 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;-/ P' L 'ft. / /'Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Date Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5. 1. Zoning Requirements -Setbacks -Easements 6. Carports; Windows -Doors 2. Footings; Size -Spacing -Marriage Line Electric 3. Blocking 9. 4. Gas; MH Test -Demand -Valve 10. Roof; Shthg-Roofing 5. Electricity; MH Test -Ext.; Steps -Doors -Landings 6. Water; MH Test 7. Water and Sewer Connected Card B-1 Date Card B-1 8. Gas.and Electricity Tagged Card B-1 Date Card B-1 Date 9: Exits . 1. Setbacks -Easements 10. License Decals Soils; Compaction -Structure Stability 11.. Verify #'s with Office 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI Date 6. Card B-1 Date Card B-1 Date Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; -Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. -Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval . 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERF OOR (Plans) OK except #'s 1. Zona g -Setbacks -Easements -Flood -Slope 2. Ftg., ain; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., IGarage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., jPorches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Ste walls, Main; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab Steel-WraDDed 9. D.WjV.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, etas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Wat r Pipe; Test -Anchors -Regulator -Service Test 12. Elea Itric Underground 13. Ple ums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water I Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. W er Htr.; Vent -Access -Combustion Air Baffle 18. W er Pipe; Test & Anchor -Nail Protection 19. D. .V.; Test Fittings & Anchor -Nail Protection 20. Sh wer Pan; Test, First Floor -Tub Access 21. Tet Tub & Shower, Second Floor -Tub Access 22. G s Pipe; Sixe & Anchors 23. Fide Sprinkler: Test Date Carta B-1 Date Card B-1 Date Ca B-1 Date Card B-1 Date ELEC RICAL (Permit) OK except #'s 48. 24. Fi ture & Transformer Clearance -Ins. Protection 25. E c. Receptacles Spacing -Lights & Switches at Doors Fireplace Ties or Type A Flue -Fireplace Throat Clearance 26. Sze Boxes & No. of Conductors Stapled 50. 27. Rhmex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 29. 2'Appliance Circuits in Kitchen & Conductor Size GFI 52. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No Property Line Firewall & Openings 32. Service -Riser Conductors & Ground Main Disconnect 54. 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 35. Smoke Detector 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date C6rd B-1 Date Card B-1 Date Chard B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support Glazing Area -Glass Protection -Skylights -Plastic 37. jyent Fan, Exhaust above insulation 60. 38. (Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Brace Interior/Exterior Wall Panels 40. Attic Access & Platform if Furnace in Attic Date �and B-1 Date Card B-1 Date Card B-1 Date Card B-1 I Date FR MING (Permit) OK except #'s Card B-1 Date Card B-1 41.1 Sills Proper Materials & Anchors 42.1 Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43 Bearing Walls over Girders & Floor Nailing 44 Draft Stop in Walls (rat proof) 45 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Smoke Detector 46i 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 ❑ Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT'OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT =25-'-7 ASSESSOR PARCEL NUMBER 0`36 _450-028 ZONING BUILDING PERMIT OWNER LEON AND MTCRAELEE TELEPHONE SO. FT. OCC. BUILDING VALUATION CONT 2500.00 . OWNERS MAILING ADDRESS 6 n ?�M7TJ CONTRACTOR'S NAME SUN PnW.R TELEPHONE CONTRACTORS MAILING ADDRESS Z MWILLE 95965 y CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 2500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 48 EDGEMONT DR OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 109,1-0 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SFS Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other X] Describe Work: T,)QnF MniTNi (;MAR 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 Fling Fee 20.00 OOOV Main Service 20.AORLESS 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 I II C effect.8 7 License Class LIC. NO. 5�o8b ' OWER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLD S. SO 3.50FT, No RES DT MULTI-OUTLETTS @7,50 POWER APPARATUS SINGLE OUTLET CIR. DR Ex. Occup. OUTLET OR FURES 20 SAL Q 1.50 LNS Ex. Occup. o xUnFrs RESID.OFRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23,00 PERMIT FEE $ A3,QQ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 worke ' cc 2nsa 'o instar e a r' and p lic umber are: Carrier �) YV S Policy Number (rhe above sections need not be completed 0 the per it 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 fort)iwijh comply v�ith a provisions. %� Date ature f Appl ant - wner ❑ 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 Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 4 52.10 HAZ. I D. FEES IMP I FLOOD I CDF PARCEL I PD I HD J.V/ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for whic •fees have been paid. By Date PERMIT EXPIRES ON OO Receipt No. 369495/$152.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Sunny Boy 250OU The leading grid -tied photovoltaic inverters in Europe and America The SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is now UL 1741 Listed and available in North America. Sunny Bo)ls extensive track record in some of the world's most demanding markets has made it a favorite among PV professionals everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, and exceptional real-world Efficiency have made Sunny Boy the top choice for American solar designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install with confidence. UU'E COUNTY BUILDING DEPARTMENT APPROVED U ����"' +�.- �rt SY r. r } .�+�, tr �- •` �- a"-1' �5 ems::% `�,C r s �� t r � r ti:. ��.�+��. ' �., ave x -r y -.s,;, SpecgicQhons r hwerter Technology Real sine -wave, current source, high frequency PWM AC Input %&ge 211-264 (240 V AC) or 183-229 (208 V AQ AC Input Frequency 59.340-60.6 (60 Hz), 50 Hz also w DC hmput VAW 250-600 V DC Peak Power Track" Vokoge 234-55D V DC (at 240 V AQ Minimum DC Input YAW 207-256 V dependent on available line voltage MaxQnum AC Power Output 2500 W (240 V AQ, 2200 W (208 V AC) Current THD less than 4% Power Fats Unity Peak Inverter l5fidency 93%-94.4% tag Convection cooling (no tan) PV Start Voltage 0 300 Vdc Maximum AC Current 10.4 A Maximum DC Current 13A DC Vahoge Ripple Less than 5% Power Consumpfma 0 W nighttime, < 0.25 W standby Ambient Temperature -25 °C ... +60 °C Enclosure NEMA 0 stainless steel Sae 434 W x 295 H x 214 D mm Weight 321ag Cat&ations United Stales: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 Cl & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY PNJl1 EARTH GROUND Sunny BWs unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple %sign with robust execution. SMA's state-of- the-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boys safety and reliability record is also exception- al due, in part, to the inverter/s redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. 5" unique String Inverter tech- no4 makes future system expansion simple. Sunny Boy's cphon- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. SMA America , Inc., 20830 Red Dog Road, Gross Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Nies'Wal : Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 svww.SMA.de • email: info@SMA.de Advanced System Technology for the Successful Photovoltaic Future AP 11 O/AY 120 Pagel of 4 A S T R O PO W E R FAQ � Enrofgyrnent Site Map_ `� Search Contact Us ` PRO[ M & SOLUTIONS INV I C}R Ii` FORNIA1710N A.MOPONVER STORY ABOt T SOI. A R POW -M Cells I<&les , Resider Syms Co urroual Systems PbwerPP IndLa" SyVerm Admxed nodam Where You Are: AP-110/AP-120 Module Specfications Home Yroducts & Solutions Key Features . Modules tAP-110/AP-120 • Over 6.5 amps of charging current in full sunlight Learn More: Download Datasheets: • Ideal for AC and DC installations up to AP -110 600 Vdc (nominal). AP -120 APex7m Technology e Weather resistant junction box for easy Module Inquiry Form and safe field installation. Glossary Frequently Asked • Dual low -loss bypass diodes for superior Questions protection and minimum power loss when partially shaded. Related links: Builders and Developers a 100% factory inspected to ensure quality Residential Systems and electrical performance. Off -grid homes Become A Dealer • Heavy duty anodized aluminum frame provides strength and convenient mounting access. • , Overall dimensions and mounting hole patten conform to industry standards. • CerNed to IEC -61215, the highest industry standard. • Both are UL listed. The AP -120 is also Tt1V qualified. • 20 year warranty. http://www.astropower.conVapi 106ap1206.htm 10/1/2002 AP 11 U/AY 1 ZU - Page 2 of 4 Download AP -110 Tech She et+in _Ddf format Download AP -120 Tech Sheet in .pdf format amps C� TAY een-m4 . 1000 Who" t9 deg• Tull Typical Electrical Parameters Standard Test Conditions: Irradiance =1000 w/m2; Cell Temperature= 25oC; - Solar Spectral Irradiance per ASTM E892 (1.5 air mass) AP -110 AP -120 Peak Power (Wp) 110 watts 120 watts Open Circuit Voltage (Voc) 20.7 volts 21.0 volts Maximum Power Voltage (Vmp) 16.7 volts 16.9 volts Short Circuit Current (Isc) 7.5 amps. 7.7 amps d Maximum Power Current (Imp) 6.6 amps 1[7.1 Maximum Series Fuse 15.amps 15 amps t 6 AP -110 s w 4 Current-Voltagecc s : Output Curves V' ' 8 amps Maximum Series Fuse 15.amps 15 amps t 6 AP -110 s w 4 Current-Voltagecc s : Output Curves V' ' 8 0 S 19 is 20 23. ` VOLTS http://www.astri)power-com/apl106ap1206.htm • 10/1/2002 v. 1�0 Win'. 2s deg: TM + 1000 Who" t9 deg• Tull sea '. 4s eB9. r� � ► 0 S 19 is 20 23. ` VOLTS http://www.astri)power-com/apl106ap1206.htm • 10/1/2002 AY 1 l U/A P 12(1 •Page 3 of 4 R 7 l g • i AP -120 b C9 . 4 Current-Volta6e ; Output Curves _ • i 0 S 10 t5 20 g VOLTS FTYpical Electrical/Mechanical Parameters 45 oC , Nominal Operating Cell Temperature (Irradiance = 800 w/m2; Ambient (NOCT) Temperature = 20oC; Wind Speed = I m/s) Short Circuit Current Temperature +0.6 mA/oC Coefficient Y Open Circuit Voltage Temperature ; -0.08 V/oC Coefficient I[ Typical Fill Factor • 711,16 (AP -110) 74% -(AP -120) . 1[ High Voltage Standoff Potential, • 2200 volts i Ground Continuity of Module Frame <1 ohm i ' Weight 26.1 lbs - _ 11.9 kg .- . F58- 1 x 26.0'x 1.4 inches http://www.astropower.c6m/apl 106ap1206.htm 10/1/2002 50 IbsiR2 (125 mph equivalent) 4 Weight (Wird) Bearing Potential' ' 2400 N1m2 (200 kph equivalent) 1" at 50 mph Hailstone Impact Resistance 24mm at 80 kph ' Weight 26.1 lbs - _ 11.9 kg .- . F58- 1 x 26.0'x 1.4 inches http://www.astropower.c6m/apl 106ap1206.htm 10/1/2002 Page 4 of 4 w , a I Dimensions Il 1476 x 660 x 35"mm Physical Specifications Z2 ik z+a to _ - - MIA" " . t � , # ......... in • i,4 1►. < K W- • (WO 104 AP -110 Tech Sheet in D& format, '•lo I -, . �FAfj • AP -126 Tech Sheet in'.pdf format t AstroPower, Inc. ` Solar Park f Newark, Delaware ' 19716-2000 USA Tel: 302-366-0400 Fax: 302-368- -6474 ; Copyright* 2002 AstroPower Inc. An rights reserved. http://www.astropower.com/apl 106ap1206.htm fi~ 10/1/2002 : - - ---RESIDENTIAL " 036-450-028 PERMIT #98-0140 I MALOTTE, Michaelee _ 48 Edgemant Drive, Oroville , Private Detached Garage .'PERMIT NO. 1 PERMIT EXPIRES ;OWNER CONTR. ' ti - ASSESSOR PARCEL " LOCATION .. 41 .. ✓CkG{25 46 � �a�'kcd .•� ✓a.t t. cjcu'als- s'� L.� CHECKED SRA v BY FLOOD CERTIFICATE REQ. -FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ' VERIFY r Temp. Power Pole Called PG&E Temp Elec. Service Called PG&E Temp. Gas Service Called PG&E r JOB FINALED (Date), Signature V=OK O = Not OK _ NotReI�ble " MOBILE HOMES Date MOBILE HOME UTIUTIES (Plans) OK except #'s 1.. Zoning Requirements - Setbacks - Easements. 2. Soils; Special MH Support Sketch " 3. Sewer, Location -Test -Fall -/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete } 6. Gas; Location -Test -Wrap; / I Uft. / /Nat. or/ /"Lt./ /LPG , 7. Well Clearance & Disconnect f 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 -Manage Line 3. Gas; MH Test-DemandValve-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 Tagger - 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License:Decal. Date Card B-1 Date. Card B-1 Date Card B-1 Date - Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plana) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size•DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns-ConnecfionsSplice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frrng.; S,ils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneerShicco-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 Stricture; Steel -Connections -Thickness - Dead Men-Uning 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'-Circutating Equip. -Heater 8. Elec.; Grounding; Equip. w/9 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche ✓ = OK O = Not OK - = Not Applicable * = Not Ready RESIDENTIAL (Single & Duplex) Date FRAMING (Continued) UNDERFLOOR (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning-Setbacks-Easments-FloodSlope 48. 2. Ftg., Mair; Soils-Elec. Gmd.-/ P Ftg. Depth 49. 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth Bdnn. Windows or Exiting Doors -Sill Hgt. & Dimensions 4. Ftg. Porches & Decks; Soils -Steel-/ J' Ftg. Depth 52. 5. Stemwalls, Main;'Steel-Blockouts-Wrapped 53. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 6a. Hold Downs and Special Anchors 56. 7. Slab, Ste,-Mrapped Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 8. Piers -Fireplace Ftg.-Steel 59. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 61. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Infiltration -Walls -Windows 11. Water Pipe; Test -Anchors -Regulator -Service Test Date - 12. Electric Underground Card B-1 Date Card B-1 13. Pienums.& Ducts; Clearance -Material -Support -Ins. 63. 14. Girders -Sills -Anchor Bolts -Joists Vents-COppies Smoke Detector 15. Access & Ventilation 66. 16. Insulatio,i G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Stairs & Rails Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water H -r.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; est 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size B es & No. of Conductors Stapled 26. Romex Nstalled Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rf r. Ties-Purlin-row Brac.-Truss-Shting.-Rfng. 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 Ventilation Throught House 89. 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 -Meth. 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. & Mech. 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 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 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: t iT�c APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION' CERTIFICATE OF BOLTING INSPECTION DATE: 5/15/98 PROJECT: Malotte Residence CLIENT: Michaelee Malotte 48' Edgemont Drive 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) 3/4 .. 28,000 - 1/3 • DESCRIPTION OF WORK Arrived at job at 1300 hrs. to perform special inspection of high strength bolting at Gridline B @. ' 1-3. Before tightening the bolts 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 V diameter, A325 grade high strength bolts without hardened steel washers beneath hardened steel nuts. No washers were used in this assembly, so the Tum -of -Nut Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past snug -tight per Table 5 will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening. There were a total of 12 bolts in the structure, 12 were tightened using the above- mentioned procedure. J . Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the AISC Manual for Steel Construction. Problems/Discrepancies noted: Building was 8 years old, the County requitgdfl,`4 Q3� ; , olts be checked. Departed the job at 1430 hrs. #.�, 1✓ x 3 31-4 In ector ` Cha?les I: Rob rt ' `� ICBG# Staff Engineer 3080 Thomtree Drive, Ste. 35 • Chico, CA 95.973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 r ICOUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVIQES -BUILDING DIVISION - —� 7 County Center Drive - Oroville, Californ 95965 - Telephone (9i"16) 538-7541PER IT NO. (Rev. 12 APPLICATION AND PERMIT � `�%� n ASSESSOR PARCEL NUMBER 036-45-0-098 ZONING A BUILDING PERMIT OWNER MICHAELEE MALOTTE TEL 533 N 5378 SO. FT. OCC. BUILDING VALUATION 26,400 OWNER'S MAILING ADDRESS 48 FnnFmnNT DR, OROVILLE 11.00 LA. Z1,I &00 CONTRACTOR'S NAME OW TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEERLI CENSE NO. Filing Fee $ 20.00 Permit Fee-zs oo $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee . Z $ BUILDINCy�"ttIGEMONT DRIVE, OROVILLE [} f�jJ Energy Plan Checking Fee $ $ PEN A I TY PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing ee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other 1 1 rlt(i/ v v 1F1, Each Trap 7.o0 L4.00 Solar or heat pump water heater 23.00 Water piping 1 5.00 5 • QQ Each gas water heater or vent 15.00 TYPE OF WORK New X Addition ❑ Remodel ❑ Utilities ❑ Installationn_❑ Other ❑ Describe Work: ` ?YIy� �0_u_ f? REPLACES 96-2670 �'� Gas piping system t- 5 outlets 15.00 Buildingsewer 15.00 195,00 Mobile Home I S I G I W @20.00 PENALTY 8.00 PERMIT FEE S �•� ELECTRICAL PERMIT Filing Fee 20.00 IWOV LESS Main Service 200A 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.8 License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law ff the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. 8 ADC. B11FT. '2.00 STI NON-RESID. CU CUUI 97.50 PSINGLE OWER APPARATUS OUTLET CIR. 20 Q 1.00 Ex. Occup.OUTLET OR FIXTURES BAL o .50 Ex. Occup. ouTLETs AEus o.Dea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PENALTY 84.00 PERMIT FEE $ 146.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation .rj n 1 9+cc) l PERMIT E $ Policy Number (The above sections need not be completed if the permit is for work of a valuation j�f one hundred dollars ($100) or less.) W-11"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 h t ose provisions. forthwith co:�� X .lam � � Date I�? _ Signet a of Applicant - w er ❑ Contractor ❑ AgeKt An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $j occ CONST. TYPE TOTAL FEE $ x:-25 HAZ. D. EES IMP FLOOD CD PARC PD HD 5S This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Y' —< f Dale Receipt No. ~ �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR P -INSPECTOR GOLDENROD -APPLICANT wr.- .�.. E-..,j..r-�r':.. .;�N '+,�'t-c•I'K•r. ;cn7, r-.w?�...:-4-• ��✓�.. ,-,.��,....1� !•^r~ : . - _ 1 C'O..U.N I' OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES: BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE; LIFA�F.PIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET v% OWNER: /// e /' / �� ASSESSOR PARCII N[JMBER: Q� 6 ' 1 S6 O Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: t Date Received By ❑ 1. All iiems have been submitted ----------------------------------------------------------------------- --------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. -------------- 7--------------------------------------------- 03. -------------------------------------------- ❑3. 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! ------------------ ❑ 6. 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 includin Tie Down Specifications.------------------ 4<0--ees of $ -- =-------------- V-1 O- S -Q_--------------------------------- 19 ❑ 11. Impact fees as shown on the attached schedule.--------,------------------�---------------- ----- -(-f-------------- C�r"' . California Department of Forestry plan approval/fees. Pd - �_6`/ --------7--�`-=------- ❑ 13. Flood elevation certificate. -------------------- - - ------------------------------------------------------------ 4. Sanitation and plot plan approval ✓; Health Department. -------------------------------------------- � Z ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from th Ci qqof Biggs. ---------------------------------------------- 7. Planning approval for (A) Use: !/nK Sb I�?( Mking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 111. 9. ---------------------- ❑1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- 022. 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. -------------------------------------------------- 1126. ------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check toH.C.D $ .--------------- E130. -------------- ❑30. Other: ------- When you issue the permit, process as follows ❑ Mail to owner,❑ ail to actor. P1 Telephone and hold for pickup at 71;0 v ; office. ❑ Deliver with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: Date: Date: By: 1. Index permit application for the above items numbered: El Plan Check List 2. Additional items required: Chc c,� Contractor, designer, owner, was o the above required data by ❑ phone, CKmail, ❑ Building Division counter, by Date: B Contractor, � owner, was advised of the above required data by ❑ phone, ❑ mail, 13 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, design , owner advised of the above uired data by ❑ phone, ❑ mail, ❑ Buil ' vi ' ter, by Date: Plans reviewed by: Date: •q?) Plans approved by: Date: Sets of plans on hQff in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: SewageDis sal , Water Supply: Public Clearance for dwelling. therJ 36 yyo _ Hold final for: Final clearan O . for: NOTE: mental Health Specia 0 E.H. USEONLY Plot Plan Attached Floor Plan Attached - Sent to B.[�V AP# Private Well Date 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. 1. I personally plan to provide ther labor and materials for construction of the proposed property impro ent : YES NO 1 2• I HAVE: HAVE NOT ❑ signed an application for a building permit for the proposed wOO& 3. I have contracted with the following person (firm) to provide the proposed construction:.:._; 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 -PLUS-51 SIGNED: PROPERTYO SOCIAL SECURITY NUMBER:__ % — DATE: /Af1w -- NOTE: -This Owner -Builder Verification is required by Section I993I_iiU79$J2 oJ7he_ California Health and Safety Code. This verification must be completed axd returned to our office before we are permitted to issue the permit. 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 parry 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 thatperson 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: v ♦ 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 riot 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 contracprs 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. +Micel /(6k , Vi iia, C.B.O. uilding Inspection NOTE. This Owner-Builder.Information is required by Section 19830 of the California Health and Safety Code N iev.12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 1 APPLICATION AND PERMIT PERMIT NO. /SSESSSSOR PARCEL NUMBER f0� / S ZONIN /] BUILDINGPERMIT ACjJ� e OWNER TeLEP"o"/ems(\�n S� SO. FT. OCC. BUILDING VALUATION /�'n V OWNER/5,/MAILING//, R SS �� � �n D �T© (✓ 1 1 R �J�`�/ l COM TO R'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER , Fireplace LENDER'S MAILING A RESS Total Valuation Is ARCHRECj AR ENGIN 'AL/% LICENSE NO. Filing Fee 5 20.00 Permit Fee S ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS e41eq � Y. En rgy Pion Checking Fee $ %(i ll i 1n 2 $ PERMIT FEE $ � 9, LOTNO. SUBDIVISION'S NAME PARCEL MAP ±EEach PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE do e pU S e SF ❑ Duplex ❑ Mobilehome ❑ Other �0/4 SPEL`r Trap 7.001)#.00 Solar or heat pump water heater 23.00 Water piping 15.00 / 0011 Each gas water heater or vent 15.00 TYPE OF WORK New X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Ho Wk e_. ®C C [,L tOL} I "© �' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 me/ S G W Mobile HoAe-i 920.00 Z2 59 ,00 PERMIT FEE S 109',961 1Q C� S 9(9 — a� ELECTRICAL PERMIT Filing Fee 20.00 Main Service ea.A OR LESS . 200A 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 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:Tem I, as ownerof theproperty, ormy 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 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and ' will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section I 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.) ❑ 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' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. 41 Main Service 200A TO 1000A 46,00 NEW CONST. DWEWNG OCCUP. s° OR ADONS. ( a ACC. eLDS.3.5QFT;40 12n NO"ESID. ANC._T. =F1.. @7,50 POWER APPARATUS a sINGLE oun AP=US Ex. Occup. OUTLET ORFIKURES Ex. Occu . ° p D°� r23.00 orar Service Mobile Home Facilities Misc. Wiring 23.00 PERMIT FEE $ , 00 1 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 1 TOTAL FEE $ HAZ. p, FEES IMP FLooD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. 15 _ IMA WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR GOLDENROD -APPLICANT CP/C Only ENGINEERING SURVE' 220 GRAND AVENUE January 27, 1998 Mr. Scott Rutherford County of Butte Building Division 7 County. Center Drive Oroville, CA 95965 RE: APN 036-45-0-028 Leon L. & Michaelee Malotte Dear Mr. Rutherford, NING OROVILLE, CA 95965 • (530) 533-2068 Per our telephone conversation, we are enclosing three sets of "as -built" drawings for the building on the referenced parcel. Included on the plans is a detail for a one hour fire type construction for the north and west walls. You will also see that we have placed a code analysis with options, should the use of the building change. It would appear, that if the Malottes decide that the current use of the building is no longer desirable, a use of a private garage would not require the construction of the one hour fire wall. Also enclosed, are copies of our original foundation calculations and an unsigned copy of the building calculations from Kirby. This building was constructed in 1984 or 1985 by Tri Valley Contractors. While no longer in business, Tri Valley was a reputable contractor specializing in the erection of pre -'engineered metal structures. This building was designed and furnished by Kirby. Kirby is no longer in business (see enclosed letter). Because of the age and company status, wet stamped copies of the building plans and structural calculations cannot be obtained. However, your office did review and approve these submittals in 1984. It is hoped that you will take these facts into consideration when you review this submittal. It would be extremely expensive to recalculate and duplicate the plans and calculations. You did state that you had copies of the original plans and calculations in your file. We did inspect the building while we prepared the "as -built" drawing. The building appears to be sound. The foundation which was designed by this office in 1984, appears to have been constructed per the design. Sin rely, enneth C.' Len ardt, P. E. GDA Engineering, Surveying, Planning File: 980051tr.1 cc: Leon & Michaelee Malotte encl. KENNETH C. LENHARDT P.E. JOHN D. CHRISTOFFERSON P.L.S. 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 May 26, 1998 Butte'County r... Building Division` i K� Department of Development Services 7 County Center Drive Oroville, CA 95965 ATTN: Mr. George R. Kellogg RE: Permit #98-0140, APN 036-450-028 Malotte Structure Dear Mr. Kellogg, , This office is responding to your letter dated, May 5, 1998. While it may appeal that we are slow in responding, the reason that we have not responded sooner, is that it is difficult to -understand why this project is receiving the level of reviews: and comments that it is. As you remember, we contacted you prior to submitting anything on this structure, to ask what the County Policy was on code violation buildings. Your response was, the County had no policy. We understand the necessity for the use of the Uniform Building Code as a guide for structural integrity, and we, the professional community, have a responsibility for the health, welfare, and safety of the public. We also understand the difference between a structure that houses people, and a structure that shelters mechanical devices. We are also sensitive to the needs, desires, and economic realities of the citizens of Butte County. With the manor in which this project has been processed, it is not evident that the Building Department Staff have this same understanding. This structure is a pre-engineered metal structure. The structure was designed by Kirby, and was erected by Tri Valley Contractors in 1984. This office prepared the foundation design for the structure in 1984. Kirby and Tri Valley Contractors were very active in Butte County during that time, and this office had prepared and worked with both of these firms on numerous projects. Both of these organizations, while no BUTTE COUN I Y G I RZI,. KENNETH C. LENHARDT P.E. JOHN D. CHRISTOFFERSON P.L.S. Page 2 Mr. George R. Kellogg May 26, 1998 'longer in business, were highly respected and did excellent work:-This'office has inspected this structure, and feel that it is sound. The structure ,has and will resist structural design forces as stated in the 1979 edition of'the UBC.- The structural calculations originally submitted by Kirby, indicate that the structure was designed to meet the then required forces.. File: 980V. cc: Leon & Malotte BUTTS COUNTY ,: , , � �;.# �� a sr� it � ��, � • A P�P R O ^,., � • � � ' .fir' s/i�//9 �l� dw.G2 to JCe f. �za.Li�+•alt.' of �wua�.G .tri �Svo /1001�G .�w .�G�, • �a..iuuis��cN✓� � %�!-:.moi Q��rwv�uv �Gi Oe`eo1.tiWvtk drv.Ai �'/o,�Ccir�ayG'a;44..r�4aCr.�tr�.�,wec.�r:.. e � �o s�.:�w��cxu�.�ct�. [NGUN[PUIOS463 OPO DPM B[VD. SUPVf11NGSUIT[P[AW 0OPOVIUI. CA. 95965 (.16) 533-1060 FOWAI D 4,,-rl0r,1 ccs acs D��/NE2- LE�jnl I4�aLOTT� Loa4p,T/Or/r 48 P:, IDaoVILLC� C/�.. CVS . 14 T•. • 40' P Lor_,,�> : 20 _Ps E: W! ND L-oAD= 2C7Pr� cs�, 9TH OF CA Off` . �;dSE h G)S. a, T10 N S 5 QRO� ESS ODTI IJ G t4 o P -z - / goo V I?T = '5510 LU.. No. C2.9387 y' m �o 4, ss o� E ! ,� TZ_t vJ G - . 1.�O p 5 F . F civ LnTt T3a1z.21 150 PSFIFT ob8 - 84 M N P Lor_,,�> : 20 _Ps E: W! ND L-oAD= 2C7Pr� cs�, 9TH OF CA Off` . �;dSE h G)S. a, T10 N S 5 QRO� ESS ODTI IJ G t4 o P -z - / goo V I?T = '5510 LU.. No. C2.9387 y' m �o 4, ss o� E ! ,� TZ_t vJ G - . 1.�O p 5 F . F civ LnTt T3a1z.21 150 PSFIFT ob8 - 84 . - ttwwumna A6] 060 DAM BLVD. �. SUB V(YINO 51113E M I ILANMI3a D BOWLES. CA. 93965 V t' R -T- I C /---- L 1600 �SF. i2 eq D - /C90q 3, F7 -4o2z:, ss 0 N`g Z FT6► S 77 = Z 1. ovX 2�8 1 Q5 ` 2'sgoare roof ► 29'�. Dept . lh:C-laLi Urouv\ c` v,/ 3- t4 E' W, OQROFESS/pN ✓� i l G 1, lLie �cp P� OHR�RLF ��F 2= l5X10X22=.3,3D0 A3 R CEP p .= 3 3D�leoa 1.8 3 ' 2 P. 03-31-99 ?� Z-oNTAL . iC / 2 O = I £ 9TF OF CA��FO�� 5 X $Ov t.1.S E S A. AE7 FFG A S. r-\'6oUE Q�p`EESS Le FLu � 2 No. C29387 yrn �F CA1-�F MAY -26-98 TUE 11:14 FORSYTHE 7072550475 P.02 APPLIED TESTING CONSULTANTS MATER ALS-ENCsINCERING TESTINt3 AND INSPECnON CERTIFICATE OF BOLTING INSPECTION DATE: 5/15/98 CLIENT: Michaelee Malotte 48 Edgermont Drive Oroville, CA 95966 PROJECT: Malotte Residence °PPI rp� riiJTTE %;UIY &Opp BUILDING DIVISVX CEID MAY 2 6 1998 Bolt Size (in dia) Req'd Tension (lbs) Test Torque (ft -lbs) Turn of the Nut .(turn past gnug) Impact Test (see) 28,000 1/3 DESCRIPTION OF WORK Arrived at job at 1300 hrs. to perform special inspection of high strength bolting at Gridline B @ 1-3. Before tightening the bolts we verified that the materials used in thi§ asserhbly 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 %" diameter, A325 grade high strength bolts without hardened steel washers beneath hardened steel nuts. No washers were used in this assembly, so the Turn -of -Nut Tightening method was used per Section 8(dxl). A representative sample of 3 bolts from each diameter, length, and grade used in this on were tightened in the Skidmore Wilhelm tension -indicating devi&e. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past snug -tight per Table 5 will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also veriti6d that there was no rotation of any of the bolts during the tightening operation. Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening. There were a total of 12 bolts in the structure, 12 were tightened using the above- mentioned procedure. Based on the above mentioned procedure, it is our judgment that alt A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the AISC Manual for Steel Construction. Problems/Discrepancies noted: Building was 8 years old, the Coin checked. Departed the job at 1430 hrs. Znctor` ICBOa# 3080 Thomtree Drive, Ste. 35 • Chico, cA 9s973 - Telephone: (530) 891-6625 Fi3csimile: (530) 891-4243 MAY -26-98 TUE 11:14 FORSYTHE 7072550475 P.01 APPLIED TESTINGS CONSULTANTS MATERIALS ENG/NEFR/NG. TESTING AND INSPECTION FAX TRANSMI'TTA]L OVER SHEET AA'il✓: TIME: TO:1,c FAX#• A`iTN: � FROM: Applied, Testing Consultants FAX#: (530) 891-4243 TECH' %�i�i� PHONE#: (530) 89I.-6625 `Number of pages Including•cover': Remarks: RECEIVED _-MAY-2 6 1qq8BUTTE eGth1qTy___ BUILDING DIVISION If transmittal is not clear, please call (530) 891-6625. In case of transmittal received by unauthorized parties, please forward to company and fax # listed above. 3080 Thomtree Dave, Ste. 35 • Chloo, CA 95973•• Telephone: (530) 891-6625 • Facsimile: (530) 891.4243 INGWIItINO t62 020 DAM BIVD. WIING SUttANMN upA DtOm ll. CA VS%, . YIANNINO � ' (VM) 5]].206. FOGlN'D ,L� IOrI . C � L C ; D'�!NE2= LET( h'`�LUTT� H-D1,6M0N i. 1) P, 0 /Z OV 14-L :, C -S;S75-PA I P-8 Vii. :. 121 CVS 14 T. 40' . ?RQFESs/� D �S J C� h1 LU la D S ARLFS� LLOr-.,o : 20 -t-)s F _ o DE a n La 87 -� W I til D Lot!, D = 2.0 P!, EXP. 03-31-99 . F of cAVF° ars-,5E lzz E/a.(' T 1 O N S ) Q4v ESS S!®j� >=00--i rj U = 1-4 vRZ r, GO 'f ♦� No. C29387 _,5o l L -P iZ 1 T4 G _ /-TO0 P5 F 9TH, 0 �3�n2h L/�TI .1�6, 150 psr1!-"T - 068-1 84 N ?RQFESs/� D �S J C� h1 LU la D S ARLFS� LLOr-.,o : 20 -t-)s F _ o DE a n La 87 -� W I til D Lot!, D = 2.0 P!, EXP. 03-31-99 . F of cAVF° ars-,5E lzz E/a.(' T 1 O N S ) Q4v ESS S!®j� >=00--i rj U = 1-4 vRZ r, GO 'f ♦� No. C29387 _,5o l L -P iZ 1 T4 G _ /-TO0 P5 F 9TH, 0 �3�n2h L/�TI .1�6, 150 psr1!-"T - 068-1 84 •• [NGIN[IPtNO Ap] OPO DAM BLVD. �. SVP V[]INO fNTE Al PLANNING OPDVILLE. CA. 9S943 .• .•. ..• •. (916) d33-2069 - 00 7/ '1 ' VERTIC/�L Z= SS1D 1000 75,E 4\, 2 �q 4 = 55/ boa - 3, ! F7-7- 1-;4 o z2: Tz1-;4022: A; ss l' cl�C4.2s�3 �x 2,83 ) /,77 = Z .� USE 2 �4ware . roof Urouh t=t4 E( W, FDO Z•/ N OQROFESS��N . ✓E {z I I G (\ L. QOHNRLES� 2= l 5 x t X 2 p R cq p 3 3D�jBoc� = 1.8 3 87 EXP. 03-31-99 CAUF� t l; E. 5 k!ltA F GJI-.1. S Q,�OV ESS ZC� -27 2 No. C29387 y m Civ 1�, OF .CAL\F •-13-84 • t yam_ ,. ' ... _ -. .�•. DESIGN CALCULATIONS T .............. BY.... . �....... FOR DATE..3.1.. m IL..........T..a.�..1. 4 ....0 .z s.: f.. N ......... ........:... BUILDING SYSTEMS ................. ... .. ... c►+K•o. JOB NO.. ;�c`• l ¢.....:....... SNT. NO . • ....... ..,.....OF...��... REV. 73UILDING DESCRIPTION' , TYPE: le WIDTH LENGTH? 4 - BAYS : EAVE HT:_6 / • ` _ - ROOF SLOPE:_ DESIGN LOADS' 11 Paf -FQAMC _..LIVE LOAD= Ao Puf DEAD LOAD= :2. P c WIND LOAD=!'" ' PURLIN DESIGN• SPAN= }' LOAD= 22- PSF END BAYS USE K.B.S. 8-Z/6 (��¢��•� S��' G.4[cJr p )- pgs INT BAYS -USE K.B.S. 18 ZS — P MAXIMUM ALLOWABLE SPACING=, �o GIRT DESIGN•.. SPAN , i J -�._— LOAD= � PSF END BAYS USE K.B `S _ 8 %esu) ~ ALLOWART o _ _ F TnAD- 3�Y� 5 ° AT F LNT BAYS USE �K. B. S $ ~Z{1� (�� •�,c H') - ALLOWABLE LOAD— 1 3 3Y 'DT.r ALLOWABLE AVERAGE MAXIMUM SPACING= 7of, FRAME ANALYSIS. THE .ABOVE DATA,AND LOADS -WERE INPUT, INTO COMPUTER. THE ANALYSIS AND DESIGN FOLLOWS.THE FOLLOWING LOAD COMBINATI WERE -USED: (1) DEAD + LIVE•LOAD s (2) DEAD ,+ WIND LOAD FOR;COMPUTER OUTPUT SEE PAGE C .~Tp �_ .................................................... ...... BY......... ►i../............ ........ ..... DATE ./✓.`/o°Y'. ....t4..f� L . .. CHK•O .... 'Ki-r BUILDING SYSTEMS JOB NO. AA.!¢....... SH T. NO......r......OF............... REV....:. o' •................................................. .......... BY.. ... .. • ............................. ... ....... ....... �^............. �R OATg .6I ........ ;2ilM� a� ICS • BUILDING SYSTEMS ............ .......................................... ....................................................: .. JOB NO. �C./¢.. .... G N K' 0......:....... ....... O SNT. NO. . .... .OF............. REV. Q 16n) FR�►M .a � T A $' 6 11 ........................................... BY ,. ................. ..........................................DATEX ...� /v .. cx.Ti �wS ............ BUILDING SYSTEMS..........."' .................................... ....... ........ ........................ '' ••••• •• •• ••••• CHK D..... . JOB NO.....<AJ4................. SMT. NO... .....OF.. '. RFV...... QL+Lc_ 4% t/2, •1• U(. /,1. 1 _Q+ LLQ �'`� •s �, 0 3.,G ................................BY........ ................:........................................ DATE..//(o/AY . �ql ...............* CHKD................ ........... Ki.rb . ....................... ...,............ . BUILDING SYSTEMS ..... c y JOB NO-...4:.�?:�.�............ ...... SH T. NO...:rr' .........OF............... REV...... a .. CONNECTION BOLTS...'.A325 . ... .:':' .: tLA. TTC - - • . KA- MATERIAL YIELD STRFSSES VINITTS Ir4CHES,KIPS\ :.. .•. t�EHS: 50.^0� FCAMGEc. 50,01n0 AISC. S!!ARES: 36,n00 PIPE CnLLIMMS: 36.000 0 — . _ . —STr. 36.000 CUtICPETt Cor-1PRESSIVE: 3.000 STTFFFNFR4: SO_f]RA ' J I DIMENSIONAL SPECIFICATIOtIS'¢UNITS FT—IN-16\ ODATUM 0— 0— 0\ :::... ..... >'>:��:.•;.. ri'. is..... •'. ..i.: °.•0' — :,;...'. ;>:... ,. - pE. K;,.:i OC AT'ION N0R I70MTAL.-.::a 5 — — _... • - RTICRL. 13. 3 4<>0 0 ' VE t .,3 S a • FrrtjT COL UPN PASE EI"FVATIllr!= n- 9- 0 LOCA TI(Itj= 30- 0- q EAVt HEIGHT= 12- 0- 0 .. CONNECTION BOLTS...'.A325 . ... .:':' .: tLA. TTC - - • . KA- MATERIAL YIELD STRFSSES VINITTS Ir4CHES,KIPS\ :.. .•. t�EHS: 50.^0� FCAMGEc. 50,01n0 AISC. S!!ARES: 36,n00 PIPE CnLLIMMS: 36.000 0 — . _ . —STr. 36.000 CUtICPETt Cor-1PRESSIVE: 3.000 STTFFFNFR4: SO_f]RA BACK rrLUVIN FRAflIfIG SPErIFICATIOMS 2UNITS INCHES\ s ..y : : :.. ; . y .....: ,. ,.,>.. ... .r. G.IRT,.c P�!'dEGT::LU�.S WFLOED GL..I S Y .AF�E , FN.3.LQNAt: SPECIF:LC.ATIUPIS;:'ARE PACK rOLl -IN r.TRT LOCATIO:aS c.L'riITFT-10-16\ ** = FP REO. AT LOC. z 3 .PEC?:....... - - -- :.. o:.. :FP .....: .. :. ..... ...:... g17 r PURLINS ARE BY FRAMFO e ..:.......>.. .PIJR ..0 C :. PTH N :b M ��S nNAL SPEr..IF.ICA.. I I ....... ,I .E. :...<;:. MOLE OFFSET- .. q ... PACK PAFTFR P�IPLT�' I.00A.TIMIS n.ImI TS: F I—IM-16 FRU►.+ PEAK\ ** = FB REO. A T LUC. 3 �6_ t i--— f% PEQ ii. u o 31 i .2 63 eS, SUPER -IMPOSED DEW LCA[ ON RAFTEPS = 2.00 9j V N G - VEL . C I . -00 .L.O.D,:'�(. E .. ......... ,. .: ..,:<>>:>,..•., A : I CAOING COVDITIOt S rEt!FPATEC JuK jL I Lv!v 111; At+ DEScf'IP.TIor�.)EAO' LOAn VE. LOAD....: .:........ . L0� DESCF�:IPTLCr+,.. FUI_L..L A F t -- NA0E R05 PESCRIPTIOM i WIND LOAD <-- '� • rv. N T ONS . G E N A E D :....... C�1 DFA LIVE 1.25 0.75 9.00 0.00 r_('2 0.75*(DL+!''LL) x.75 1.00 1.? -5 0.00 1.00 0.00 ::.......... C04" +-'0L,L:1.2+w1.L) .. 0.075 . 0 . .;1••00 :1 .25 0'.38 .. ::. .1::40 Q'.00 S :G05° 0.7.4*;�QE.4«'/2VJLR 4.75 `.1..0 1.25. O-'.3. 1 1 00, C47 0.75*(DL+LL+WLR/2) 0.75 1.04 1.25 0.75 9.00. 0.50 ..1•: ,7.::�' iii}r'.:Y :'�:+'i�":,:. do Tit'I7 ALL (STIFFEr,EP,3 ALLOWED) s ( Y�SNIPM?.,LENGTH: `;.•NUMR EP •;•NURBER NUMIlE-STOP<< ' z, r. R- dU B �r . •. t M ER •k. :... : 3 TA Kkid T .:'i A 'S T . R �S ( ) SHA ES O'''F.LG.' ....• . ; .:sr,:.• I.FIG. WEBS JOINT' �JU2NT H <,�:._:.,.> '�.• Cr. ,���?4K:a�'�; .z'. ... f �MeE►I�'• MEMBER .. ��:�:: L�� r�',t _FC FLANGE •. ' (FT) (Ifs) (IN) " ,2,.;,,'. 1 =•10:5573 - 4.0000,.: � 9 a : . ' ,GAGE ;IDTH,,yTHIC�-.� 0.6250 O.A125 h SHIP :..... SHAPE DEPTH INNER LENGTH WIDTH THICK WEB LENGTH THICK ' 1'.'•:'; .' •' 'SCS.' 9.5100 3.OV00 0.0000 0.0000 0000 ... 0.1900 ,'.; 1 10 `5373 .. 0.1310 9.500^.• , ... ,.• LEFT rOLUf4N 3 SHIP EN/G�.. REL 1 �LENGTM. .� WIDTH _ THICK. i a s' .,;.'>G0�4N:�- 6 :'•; ' ,GAGE ;IDTH,,yTHIC�-.� 3 SHIP EN/G�.. REL 1 �LENGTM. .� WIDTH _ THICK. i p—DIA.• M-OIA:'•"' 1B-LEN. .••.4.. :EDGEf::::NU.:.:,X—DIMEN°Y=OlMENZ=LIMEN .,;.'>G0�4N:�- :'•; .�p.ITCH ,GAGE ;IDTH,,yTHIC�-.� t 1 P 10.4375 7.0000 9.3 . 0 2 F 0.0=75 6.0000 n. 0.6250 O.A125 1 0.19004.3100 4.0000 4.pu00 50n0 n.7500 0.8125 2.0000 OC 1 0.?000 0.0000 2.5000 3.5000 3.OV00 0.0000 0.0000 .. . 3.5000 A U t D L . ;l:51brV Liu is 0.1 l5biq VA.lt•I'MAP't lypt; RbV Ltr I r Ar I t h l-,mQp*p0V OPTIP117E ALL (STIFFEMEPS Al. LONEO) a SHIP, ':,:,`LEhGT NUM EP NUMeER NUfASER NUM8ER START ST P'..START `STOP SHAPES O.FLG.* I.FLG' WEBS JOINT JOINT MtM6E4-:";m`EA6ER S. 1136 1 AFK P Fj Moe 4 PC : IFT) (its) IN) I 0001 0 0 T, Mhv,4, qj I A. - , SHIP 'SHAPE DEPTH INNEP LENGTH WIDTH THICK WES LENGTH THICK s000 "lull J '190 "0 0 13 1' 0, -�7 RSV :.8., SQOO .0 9 -58 3 4.0000 -.:0'.-IIj00 2 0.1310 LEFT-rAFTFR = cmSr+pSv\ Lr rib I Ff nLUI" f I"A Ln V -L' A -1`1-111 A r- 11 L7 r_ ivv X -Dr- __y CO N�M.YIF_F rc NO CODE . (IN) (IN) (IN) CODE A I I�ri ROWS(IN) (IN) (IN) (IN) (IN) (IN) (IN) F q q375 6.1010 0.50ftn 0.75 no O.R125 Z.1`1000 OC 1 0-0000 0.0000 2.5000 3.SOQO 3.000 0.0000 0.0000 0.00ov '2 F 10.5625 6.00i!iO 0.4375 0.7500 81?5 1.8750 08 0.0000 2.5000.:.1.3000 . J�. U ti 0 0 A AMFIA F;, MR. W va 0 0 0 .Yvvv 1 1.0000 9.0000 1 - 5000 3.5000 ".3.OUOO 0 ---,0:0000 03 , I8 1 -0000 0-0000 1-5000 3.5000 3.0000 0.0000 HAkINCH ENO PLATE LEP!GTH 7.6p50 WIDTH 4.p0o0 THICKNESS 0.1900 _71AP.171,11t: 317F r EMER.. MGIM 0.1310 .3joes • SHIP rr 1 STFFNP I a 0.724n FT. LENGTH 8.5000 WIDTH 1.7500 THICKNESS 0.3125 31DEO 2 r %RS _ 1RRR*R*RRRRRRlR '. :*?DEFLECTIONS ;i ° HDPIZONTAL — POSITIVE T'U RIGHT s VERTICAL — POSITIVE UPWARDS ✓b :: ^SY a <. .. %,,..... .., -:? .ate✓. .Y: �.> ..;.,<... " %'5.+, ''S.. i�"f .. 5:� S"" f .>. . •e;�. a1:'+.�. 'n ,y}. �....., ..<,.¢ � �.: ,. ,. ;. ., .>. ,. ,...a �.. ..., .. c�-...,<:. .,.u,:,.. Y, ; .. ... .... :. � .Y4.., :FY. 'r I• 'Yr'!:•;'•<,:. s ..G<i-9'Yyv'�, ,; .'�s.... ..x:^c•x '.°fx''a'F' ��:ia':rn`;. :u �� :'h. ys. 1 UtSCRIPfIpN INCHES INCHES DEGREES a •.:' ~:' .,.;..,.....;;':;:?1. Yf.,.a:r t,d.�.. OEAO :x • _ . ,a•;.:.:. A. .+ XPEAK G� ;.1.727 �p.::fir• ,•?"-��r;�� 0.009: -O.OLIVE 0:4LIVE e! 2 4.75*(OL+WLL) LEFT KNEE 1.615 0.003 0.304 • 2 0.75*(DL+WLL) PEAK 1.582 0.414 -0.197 ....: .r'.. �. � ......> ...:.., i.. .. , ...' l'2'..... .'Y:: "' .�A�":�. � �•:++:may 4.75*(PL+WLR) —1.5 8 :. LEFT KNEE3 aY 0.001 ` -0.509: s 3 % 75*0QL+WLR) RIGHT KNEE —1.615 0.403 —0.304 i.: 4 0.75* (nL+LL/2+oLL) :r'.,:.PEAK 1:582 '. —0.134 ':` -.0.19?, ::.:.::,1i •: 4 • .75* (DL+LL/2+"LL) RIGHT KNEE.:";;:'; < °>. 1.592 • 0.002 r, ^.75*(PL+LL/2+"LP) LEFT KNEE —1.592 —0.002 —0.1 5 C.75*(rL+LL/?,+WLR) PEAK —1.5x—0.13a 2 j 0.19797 4.75*(r`L+LL+WLL/?) —0.001 0'.. 6 LEFT KNEE 0.712 —0.004 0.436. . r 6 0.75*(^L+LL+WLL/2) RIGHT KNEE 0.869 —0.006 -0.029 7 R + T +! OL L t L �,%Y. AK Y, 9 0 9 8 "7.> .. i. .,.. y. .,.,.. Y....41,��.1:.:.b..>.. f..:.... a ..y. .3 .. �: .,. "..• .. ,... 7 .0. >•r.,::.., T. R + +M 5. (DL LL LR/2) :.. .•, ��°:'i :� }�. ....RIGMT,.KNEE•r�• Y 7 _,.. .. ,.. �.. k; . .. . >�'%` •.:a'+;•�0�.'�004;ii��,:; ::�':= .'.��`r=.fit. ;:����i. <+:�•:.. �``r r. . -0:436''''x: - *y.•.R;v'r,:>'`z'.:a^�,: f;•,�,.�-; a, I � .RASE .REACTIONS' e HOPItOPTAL — POSITIVE TO RIGHT e VERTICAL — POSITIVE UPWARDS IFE .. .. <:..... .... ... a ... .. ...... ..... .. 7. .... •.'�::' � � _ :.zj? .-, 0 .•\z., + OESCRIPTIP" KIPS KIPS KIP—FT DEADLTVE. �::.;,':,'•..`';,; RIGHT • -1^8?8 07 000' , . e LVL. r 2 0.75*(nL+WLL) RIGRT 411 COL. —0.744 -0.350^ 0.000 e :w. RIGHT !_?! a5 •1.987 •.� ..•:: n ^.75*(DL+LL/t+-+LL) RIGHT C"L. —1.334 1.366 .0.000 s 0 ..: ..' ,75*(RL+LL/2+WLP) ..: R IGHT 0.000 CO l i .1 rt6= 0�0 ,. ' :.YL 'rr• �.�':t. 6 Q.75*(nL+LL+ALL/2) RIGHT C0L. —1.651 3.584 0.000 o - +, 6.75* (nL+LL+MLP/2) RIGHT COL. —0.415 2.765 0.000` •n :e e. V I } �.. .. • „... ..HEf 8ER..0A8Q •a<,.. .... , z.. <a.,.... : " :::: :;:....i....TYPE••..BO1: >:BUT LT- U P.s. 0 :L'EN -�:10 b ; ..y::TH.iDA E ,�.. �u . }. .n; D,.< E!',. .5., <"x<' Y '�.. � < :`a a Y1•r. r .P=; {L'1': }S.!,��•�' .� 3 CSI CST SHEAR SHEAV CSI CSI SHEAR SHLAH OUT. FLANGE WEB INN FLANGE TOTAL 6 Frlt'T DIST CO►18 CoT Iraqi 1.10-1 1.10-2 OUT- INPI 1.10-1 1.10-2 WIDTH THICK DEPTH THICK 0101H iMICK AREA ! O..OQ<...,._CO1" '0.'.142•:.;:0.14,2'..0..09,7,,::.rO.000r....0.1.42.:;;::0..19.2=:; 0:09j ;;;p:000;r;.,4•0. ,0.1900..:.:®,,;9. 00 0.13,10 •r:? ::4.0 0.1<9.003'.,:T64 .. _Y'. ..._ R. .... ..... ..:......�,. .2 0.924 .0.0? 0.090 0 00 .0 0 024 0.074 <. 0.090,,..,.0:000::: , :. :�':: • .� �a;n: �.�.:: C^4 P.903 0.0M3 0.050 0.090 0.003 0.0P3 n.059 0.000 , 0.037 0.037 ?.07P. 0.000 0.037 0.037 0.070 0.000 ' 0:0 .' 00�7 092<92.042 86.. 0:000 A'T, i .0058 0;333..:. 0:0.t0000:OSA.033:.°:00 000 4Oo 000. .4;. .4.. , r.. .... . . .r';.• ,m 6 • - •7 0.0-00 003 0.084 0.088 0.039 0.000 0.084 0.088 0.039 0.000 C04 0.134 0.1PS 0.059 0.000 0.134 0.125 0.059 p.000 ..; .. .. ..x:; ....: •: ., ;.. _,'..;,.. :.. .. 026 .:.0 113 0 022 0 00 :. .0 ... _.., ..�. 0 0 6':''0 113. .„2 .. ,. ..:.'' '0022< .' OOO:: a=.:.' : 0. :•' r..�a,.;L-a' 097.,'. 0.085':' 0.261. 0.086 0.000. - 0.085;` 0.261 0.086 0.000 :`:: . _ . Cfl2 f. 41e, 0.325 O.OQ^ 0.000 9.40A _ 0.305 0.090 0.000 013 ^.164 0.176 0. 30 0.000 0.164 0.176 0.039 0.000 r. e.: : .005 0.25?_ . 0 331 0 070 0 000..-'.,-'O:.252.*. .0.331 0.07.0.:. .000 • .-:... <•.: .' ... .;:•.. .. a... .. : 0.019.:..0.155 ^: : : ..., 0.00.0.:..0.019 .,. ,., ... 0.022:..:0.000.:..:..., ,. ,.. :.,, :i:•.: <':;.r`•.' :..,: .< .<, •..tS<.,..d.Fz'x'f�i�.'..i�:::{...,:'<.:%;. �.:rt:. ;.: a}''>'. f:.;.r.�s .';t. .?@F:". Fff a �'z •.�A6 ...0.022 ;..60.155.. <# , .. .:: :.. . . ,...� 4 7.33 CQ1. n.458 0.7?4 %997 0.090 0.510 0.663 .. 0.097 0.000 4.0 0.1900 9.500 0.1310 4.0'0.1900 2.764 C^2 0.612 0:5AO 9.00! 0.090 0.555 0.SAO 0.032 0.000 C^4' 0.443 0.370 n. ^5a -0.090 0.366 0.37C 0.002 0.000: 5' DOS 9.395 0.489 0:070 0.000 0.410 °0.405 0.033 0.000. CA7 _ 0.440 Vo 1 11 0.628 Y.. 0.086 0.090 0.479 0.574 0.068 p.000 e 5 10.64 L "1 (%.7A8 0.932 0.047 0.090 0.78A 0:932 0.097 p.000, 4.0 0.1900 9.500 0.1310 4.0 0.1900 2.764 >.7.:.. 3 . 2 .0.2 47 .0.00 3 0.000., 25 0.. 2 0• 4T. , .0 a<0. 03. 0...POO. ::..'.•..;.'--CD 9[ n; `,,', :,•. .£.',.'..'.�.: .x,<n.A. 3k,�,.<,.:.,'.C:.' 0 i3� 0004tC.;F.» �i. x':,.!: .0.7 . '374 :002 ., : CA6 0.235 0.317 . 0.051 0.090 0.235 0.307 0.051 0.000 _ D^7 1).660 0.763 1).P6Ft 0.000 9.669 0.763 0.068 0.000 ►1 F4Afl.'ARR A2- :.�r, r T P T E< 02 • .2 CSI CST SHEAR SHEAR-- :' : .�,-: ° PP IMT DIST COG�B• p„ CSI tSI SHEAR ------ ---- -- _ T IFS►, 1 .10-1 1 .10-2 OUT INN INN -FLANGE SMtAIt OUT FLANGE .. 1.10-1 1 •10-2 MIDTM 1MICK WE L E TOTAL a .:, �,:::.,. .,..... DEPTH THI .OQ COL:Q 856,x;0.91.9 ,.: 0:240.,.�40.000Y'.:::0'„ ;w} ,^ CK MIDTMF IMICK AREA .• .856 :1...0.919,- ,Cn2 ``.`0.692 .. 06 7 :.., ,.f, .,. 44 . 0.000 �. ° 0.097 ? I'OI.VT DIST CSI CST SHEAR SHr:4M CSI CSI -_ SHEAR . .. -.. _.__�______�111,111-------------.�---- T SHLAN UUT FLANGE CO►IB OUT INP! 1.10-1 1.10-2 UUT INIq 1.10-1 1.10-2 WIDTH FMICRpEPTM WEB INN FLANGE TOTAL THICK WIDTH THICK AREA Q 5 0' :•. ....... s e...:., 5 :06 dna �r.. .... ,.,<,�; ,::>: � . ... r. CO20n �0..51 0. _p;;:-�' .00.0. •0 4 y' :330; �0. 5 _:.;,:a,. ... .. �; 9.' w :...:,. ,..•::6: • . 0 Y � .000:.. 0.0.87..:0.09,2:; •.0:051. r "3:0.000 �'�• cs'a"% Kra•. .:•., .:Q0001 5 0 Q13 0 ts.ov,, �<34, 0 >.. C x:. . I >.,!.'.•'s:,:.,. �. >�90 � :� 17 '•rd`3z?:';' �,"' ''�.;.�`•�' 0.053 9.032 0.0^0 0.960 0.053 0.032 0.000 :00 ,�...,:.:, u �,,,.,�� etiy ;•:' ., x.. C^4 9.24Q 0.239 0.03 0.010 9.209 0.239 0.030 0.000 OAS 0.W1 0.219 362 0.042 v. 022 O.O^-0 u.ovju 0.160 0.219 0.042 0.000 '...: :. '" 01 0.1Q4 66 0.000 .. 0.19a .° 0.1 56 Uee 0. .057..' :0.000 - .0 Ltie O.00O ,::0..682. 0.6QT ; ..0.068.: `;:0.000':';. ', 4 0 . -19.0o 0.2:634 D03 0.283 0.469 0.020 0.000 0.283 0.469 0.020 .,4..'., . 0.000 Cn4 0.183 0.174 0.030 0.000 0.183 0.174 0.030 0.000 j,4.•:. , C06 :. .. .... ..:,,. .0. 6t .:. 0:408 b.... 0.02 1 .' 0.000...0 -"`:0.461-.�.,�;. .. .408 �',:0.021'-:::' 0. 0 ;: n'; .. �Y,.•:3 .mac;: - Y,i�'„', .>>: ,... .. ,... 007 '.0.319 `:0.2A0 O.n57 0, n 0. 0 0.319 0:290 0.057'' .00, ,fir .' C ^.145 0.15Q 9.053 0.090 0.136 0.131 0.031 0.000 0�3 r.?Q2 0.309 0.010 0.090 0.226 0.?23 0.035 0.000 _ -006':`:QHS?7 • . 7 .;:0.007 <'0.452 :0.020 0.040 0.000.. 0.000':':0.456.'"0.426 0.015 :.:0.008 ` 0.03 3.:0:000 0.721 000 -N, ;: i 31 ."0 q 6.03 C^ 1 0.751 0.609 0.008 0.000 0.751 375 0.699 O.ROA C12 ^ 17n 0 174 n n3 0.000 4.0 0.1900 8.500 0.1310 4.0 0.1900 2 634 r is ' .. ? 0.010 0.179 0.174 0.032 0.000 L C^0 " 005 0.059 0.^6n 0.954 0.034 0.000 O,OSQ 0.054 0.034 .p,000' 0.053 9.032 0.0^0 0.960 0.053 0.032 0.000 ;•:' ., x.. 01�7 1).n2R 0.307 -1 p 0.000 0.424 0.397 0.012 0.000 < .J .... . �. :... .. ..w .<.. .r .. . •,:. ... .. .: .. . • .. . ti .. � r .. '•�,'%'?: �;' � > .rY, �'< <1 d:� f.`. ,fY`.. 7A?'�i `>�. xi� : x. �.%- :.x. Li 7 7''�%tiF:Y '�' J�.:Qr��Y�kz;t¢v# tri i:� �`f �4 �.h,{�' 1 is ' RI+CHOP VOLT CIA.: r.625(TN.) (LATE N'IOTH:.;, 7.0n0(I�!.) • LENGTH: 10.439(IN.) THICKNESS: 0.375(IN.) FPC OF COPCPETE: 3.00(WSI) a 15�• a �v : ''�✓' y>. t...,,.ATlCHOR.,.BOLT OIA z•. 0 ACTUAL FOPCF (KIPS) = SNEAR: 1.858 UPLIFT: 1.Q87 COMP: 5.507 --------------- --------------------------------------------------------- ---------- .' ------- Y.. c c 110MENT CAPACITY TOP = 21.55(KIP—FT) a EUTTnN= 21.55fKIP—FT) LEFT . RAFTER .HAUf7CH C N J T ' : , •+�� ,1 PLATE WICTH: 6;000(IN.) LENGTH: q.937(IN.)' THICKNESS: 0.5000(IN.) `. 31 Trr TYPE C 2 9nLTS If, 1 RntvS , , C.LT.:SIZE...750(IN.).,. AP.Ep. ).44180 e ArTOAL FOPCFS= r pmrNT TOP: 17.62.8(KIP—FT) TOP SHEAR: 1) 61a(KIPS) t .. ,... rrule 1.52 is yY•%, c;' -,':.:f` � t > f K t x! S'I-------------------------------------------------------------------------------- PVLT flAtlE IPS IISE A325 ►•CliENT CitPaCITY TOP = 16.57(MIP—FT) ... .. . ..... .. j...f'aa::: «.5:;µe:::.=i'd: �a:S.�', "v:A•Y ya" ,A•�,>�4`�. •.. .:x ..: ....1 .. .. C. ..f., ,•,>PL�:TE:;M`t :IQIDTH:"y'b':' ` L ,. .. .. .. .t. c_i`.'i;: .. .... 3 ..::3:'s LENGTH 63. IN.) '3.(.IN,'f) ; ( ��. ,..g..y k.. tP !i�:3. l'!""., A,. tv,:ter... "�. rL fC �:xa*.w� :ers + ,, <..... ..000 ( N':') .5 :.:.w::.TMICKNE3$2'0:43 �T . , Y ,h.::._,..,,;;>4> x.._. . J,. ,X t Trr TYPE E 2 ©nLTS IV 1 Rr!wS a � SPLT SIZE:0.750(I►1.) APER: n.44180 a ACTI!AL FOrCES: t-,rr,FI'T TOP: 3.836(KTP—FT) TOP SHEAR: 0.000(KIPS) ••� ..£t',>. .. 1 ------------------ —--------------------- ------------- — — ------ ---- ----------- ... .. Vit:•:;.. . i * • rE-1 , rLATE VTI)Tti. : 7.ggo(Iet.) LFP'!f,TH: ln.n30((M.1 THICKNESS: n.3TS(1N.) . PLATE FY: 501.00n(✓SI) CF-CUtTF'E 2 4NCHORS IN l ROty3 :." RI+CHOP VOLT CIA.: r.625(TN.) I �- SHEAR: 1.A58 UPLIFT: 1.Q87 COmP: 5.507 -------------------------------------------------------------------------------- 1 DOLT NAME IN USE A325 i 2 :f:'': .:.5',.R^' :•L,•y�>': _.BOTTOM_ '.21.55(KIP-FTY . t C j PLATE WIOTO: 6.000(Ir'.) LENGTH: 9.93y jig.) THICKNESS: 0.5000(IN.) i °TnP : , T:YP.E5X0. ":BOLT :ii. l 2 :f:'': .:.5',.R^' :•L,•y�>': _.BOTTOM_ '.21.55(KIP-FTY . j PLATE WIOTO: 6.000(Ir'.) LENGTH: 9.93y jig.) THICKNESS: 0.5000(IN.) RLATE FY: 50.0^0(K9I) °TnP : , T:YP.E5X0. ":BOLT :ii. ;: .• .. , •..Sii d,R e.. Tor, .TTP. : Rn d-, Lo 11 ellLT SIZE:C.750(TN.) APE4: 1.44180 j ` 'z�.,Hf. 25j -FT) I.P. NrJ.T....F 'TOP SH EAR:- 58[KIPS).':.-' :'T.B. .,, ..< •,..L"!OnMf EETOT :�.,.:. SHEAR: 610(KIPS#. '',;••BB- `• _i,. p�.r ,..Z?:.i E31 .). 1:c:*•*rc.. :?ii.•nSac':�:.. i :jzx. ---------- e--------------------------------------------------------------------- ` >rAP `s. M:,h .....,,<. ....., ..... 9.:�.,. "S<>..,... •. _., _ ....:.a q'ta:v _ :citk.: �.;;n :16.:57 (K IP F:.T):, a � .:4= .'����::..,�,:.:�.;,�sx� ..5<��� .�.: r.,;.: BOTTOM _ 1.6.57 (KIP-FT1' v^, ,< PLATE rlTDTH: 6.0n0(IM.) I E,4Gre: 10.565(Irq.) THICKNESS: 0.4375(IN.) 9 PLATE FY: 50.0^0(K!RI) >;.T.YFE ,8 2 .BOLTS Ifl I RnwS ;z GpTTON :TYPE 'B• ':::-2 .BOLTS IN 1 Rnr1S ef'LT SIZE:C.750(IN.) APER: 1).a418^ ftrVENT TOP: :.' • 14.832(KIP-FT) TDP SHEAR: 0.645(KIPS) 6•rVFf:T POT:. 3.e36(KIP-Ft) SOT 'SHEAR' 0.000(KIPS) ----------------------j---- r ` b •� ►:>.a .r .-..;. :,: ... ,+':':'S •�.,. 'i:- ... �,t:•-... ..,max :; ...> ?'+ t. a'. 9; f : r s s. `L•' f *.WWVlt. ,* e f v r o.o: ' � :��� • �..- X20:: y' »•. a • � a~ U E7�Tl;NSION: LEFT:x., �y.P 0 �- �;°: • 'max::::,,,.,... � .:.3.,.2.00.•:. xU , •oURC:IN'�EXTEN3YO�J"'RI6NT ��0.00 " ' '� igs � "� � '� < : FR^aT ROOF SLnPF: i • i:'y..55C x•.6.533, 3:11.516 4:15.900 b" .,r G AK TO EA s) • 1 .55 2: ' 6.533 3:11.516 4:15.000 ' • " '-**f1!#t'311tttt�i►#t#**tilt#f#11 . ': .J:,�"';.:� ��:�"-. 2 f►s• .. ." • ; ; . F-' Ail r � x 31 �jF�_,.>:: .": :�i.>., i. Al h aY. v.:'.. '. i'i�:>':'�.: �. .• .<��y� �... :'^�. .1 :: yi:i1 Y;:.J�� � ', '. , ;�>;.;fi t 1k::`'cf R OII{T.� ROOF;"';. * *-• > �"= � s . ^.. :' .. oi:'� .::, s: l i 6 .SPAN : I SEGMENT SEGttENT SEr-tjF-NT SEGf•FNT SEGMENT 9 .. 4..:.. .7 ......,..... ...:..:>ACw.::'��,"Q+.%a1.. Q, Q '���. ie;Ii�Q�Q:�.:;�.':Q� ��Q' �Q ' �``yf,'o?iY''vl��s"�, �nI •���QD`��^> yy�s,:�"z� LO �< SF.AtJ'SEGS ENT:..`SE�GMFNT ::SE[t4ENT , SEGr•�ENT c EGttENT :.1.,. 2... 3 4 a F1—KLF 0.110 0.000 1 0.000 0.000 0.000 P—KIP 0.000 0.000 0.400 O.00n off :.','t*i►*.+t**t,t,ttt*�tsr*ns*,:tre+is**:,►*�.t'+r*,►fr**,►,►,t�,►�t*+t+t� ' • 1 0 ..' 31 e.: r ------------------------ i t E U N T 7 LJVt LVAL; 1M 6 SPAY 1 Z8V16 A = 0:84.1=' 8'.08 7 LO 2. UrL 4 STRESS -0.334 !+.596 4 ou '3 a vu f) 6 a9 1 0.604. 407 7 6. SPAM. . .2-_Z8X16 A = 0.84 -1= 8.08 LAPS: 1.170. 0.000 0 LT3' 2 -9.0i SPEARS a 1.392 1.264 WJ ^.^02 -n.Mr., +VrlVEt4T STRESS 0.6 9�596 0.000'0:334. DEFL C L/ Bf)7 4 41 oo « tea. 0 t W . t . # t `ten C> co ..« 01 t T;.: t # W . .t ' 4. UJ 41 4t •`. . Ar W f=; 41. 49 4f • ;. test' . 49 dc :. ' 1. • L. .. L.• 1, ...• .. li � .. V J .i �. ro mpt .w. PROJECT PROCESSING RECORD APPLICANT: i OWNER: l G 14 E L'F,: M kLvTj i PERMIT #: A. P. #: �'� Z �- -41�i� - 02 WORK DESCRIPTION:�jk�7r` %Aoo!& g DATE DESCRIPTION OF STEP . 2 - ti -gam /ukC,, T +A', i �a . - ' L, ►2, CA c►2 L.."/�X/Ur7� -Z ` foll. SGa r1350 V;o �- -r�st -�u ri '40 T[�aJt s 7 t 5;e4rq AR_ Vk c LtW ,094- r i } M March 5,1998 Mr. Scott Rutherford County of Butte Building Division ` 7 County, Center Drive Oroville; Ca. 95965 RE: ' APN 036-45-0-028 Code Enforcement Citation # 000779 &000780 B.G.C. 26-1-UBC Sec 305 B.C.C. 26-1-UBC Sec 301 Dear Mr. Rutherford, We are presently working with Kenneth Lenhardt trying to resolve the problems that have Surfaced from the letter we.received•from your office " dated- 2/24/98. Our building located at 48 Edgemont Dr, iS currently being used a5 a Private Garage for the storage of our recreational vehicles. We are not in the buoine55 ofrepair or Service from this building. ' Sincerely, _ _ • . - • , Michaelee Malotte` t r r x 220 GRAND AVENUE OROVILLE; CA 95965 (530) 533-2068 / April 9, 1998 Mr. Scott Rutherford County of Butte Building Division 7 County Center Drive Oroville, CA 95965 RE: APN 036-45-0-028 Leon L. & Michaelee Malotte Dear Mr. Rutherford, With this letter, we are resubmitting the plans for the existing metal building on the. referenced parcel. Enclosed is a letter from Mr. & Mrs. Malotte indicating the intended use of the building. Addressing the plan check list, we offer the following: A. Ms. Whitney comments A.1 With the use as a private garage, the structure should be a Group M. Since the structure is more than three feet from the property lines, no fire rated walls are required. As we discussed in our meeting on 4-9-98, a private garage is limited to 1000 square feet. This structure is 1200 square feet which would take it from Group M. However, you stated that with the committed use of the building as a private garage by the Malottes, you would waive the 200 square feet and allow the use. We have changed the code analysis on the plans to reflect this use. Instructions to make changes to plans/drawings that were prepared by this office, and under seal of registered personnel, will only be done when the agency, and you personally, accept the responsibility for those plans. A.2 With the above stated use, this comment is void. A.3 The existing bathroom is ventilated and shown on plans. A.4 Fees to be paid -by owner. KENNETH C. LENHARDT P.E. JOHN D. CHRISTOFFERSON P.L.S. Page 2 Mr. Scott Rutherford April 10, 1998 B. Mr. Kellog comments B.1 Because this building was a pre-engineered metal building assembled by a licensed contractor and you had an extensive file, we did not initially take ladders and confirm all bolts in the connection details. You will now note on the drawings that in fact the building connections do agree with the original drawings. You will also note on the plans that we .have shown typical cable bracing in the bays. B.2 See note above. B.3 Details have been added to the plans as needed. B.4 A waiver for special inspection is requested. This building was constructed in the early 1980's by a licensed contractor who was very experienced in similar construction. The 1979 UBC is being used as the guide. Did the County of Butte even have a special. inspection requirement at that time? We do hope that this information with the plan changes is adequate for the county to issue the needed permit. Should you have questions, do not hesitate to contact this office. GDA Engineering, Surveying, Planning KCL/dl File: 980051tr.2 cc: Leon & Michaelee Malotte sudeount ,L A ND O F N A T.0 R A L W E A L T H A N D B E A U T,Y BUILDING DIVISION Michaelee Malotte _ 7 COUNTY DEPARTMENT OF DEVELOPMENT SERVICES CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 1 48 Edgemont Drive TELEPHONE: (916) 538-7541 Oroville, CA 95965 FAX: •(916) 533-2140 Re: Warehouse Date: 2/24/98 A.P. No. 036-450-028 ' Permit #98-0140, With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [z ] Other: - Special Inspection Policy Sheet Action,Required: ' [x] Comply with plan,.check list [x] Resubmit Plan sheets with revisions as requested [x] Submit additional calculations as,necessary [ ] Return originally submitted material r Should you have any questions, don't.hesitate to contactme at (916) 538-7541 Monday_ through Thursday between 1:00 P.M. and 4:00 P.M.. - Sincerel . eorge R. -Kellog _ ..Plan Check En ' r cc:, Ken Lenhardt GDA ; 200 Grand Avenue , Oroville, CA 95965 SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: Michaelee Malotte Date: 2/24/98. Permit #98-0140 Plans for the above referenced project were reviewed by, this office; Please provide additional information and/or make revisions to plans,. specifications, or calculations as follows: Please provide an engineering analysis where'the building plans provided differ from the design provided in the calculations•by Kirby. One such example is at.the beam/column connection of the rigid frame. l 2. / Show how the lateral forces are 'resisted in -the longitudinal direction: Provide details° of , the lateral load resisting system. Detail all the structural connections and members on the plans that are not already shown on the plans or as details in the calculations already submitted.. Include dimensions and member spacing on the plans. Provide supporting engineering calculations where not already provided. Provide special inspection as indicated on the`attached'Special Inspection Policy Sheet. .The special inspector to be used must be approved by the. Butte County Building Division prior to the project permit being issued. 5. Provide information requested in Martha Whitney's- plan check letter dated 2/4/98. ...r j�{. Ar.' - �'.. '%,; = /r.jg Cy. � ._ • '.-X4.{+7 SPECIAL INSPECTION POLICY i 1. Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, fist the type of special inspection required and any special requirements for testing. 2. 'Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which' items will require ., special inspection. 3. Plan check engineer will notify applicant and list on the data _sheet that approval of the special inspector is required pxiD to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check,Engineer to review special inspection requirements, and procedures. 5. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a resumand other information may be requested to verify the qualificatiois and certification of the special inspector. 7. Special inspectors shall submit reports to theBuilding Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. SPECIAL INSPECTION -In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. , Duties and Responsibilities of the Special Inspector: L The special inspector shall observe the work assigned for conformance with the approved design drawings and ,specifications. ' 2. . The special inspector shall furnish inspection reports to the building of ciahrid the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractonfor correction, then, if uncorrected, to the proper design authority and to the building official. = 3. The special inspector shall submit a final signed report to the Building Division stating,whether the work requiring - special.inspection was, to the best of his knowledge, in -conformance with the approved plans and spafications and the - applicable provisions of this code. ` 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him,' r so inspections must also be made by Butte County. .. ; 5. , Any change in special inspection firms made afterpermit issuance shall be approved by the Building Division prior to the new firm performing any inspections. _ ' 6. Special inspections are in -addition to the regular inspections performed by the Buie County Building Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures; covers . or otherwise prevents proper special inspection: Special inspection is required for the following items: [ ]Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). [ ]Structural Masonry [� High Strength Bolting V [ ]Welding [ ]Bolts installed in Concrete [ .]Other: June 1996 . ' "` I �- ,. LAND OF NATURAL W _. EALTH AND B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 Mlchaelee Malotte TELEPHONE: (916) 538.7541 48 Edgemont Drive FAX: (916) 5319-2140 Oroville, CA 95965 Re: Warehouse. Date: 5/8/98 A.P. No. 036-450-028 Permit #98-0140 We have received and reviewed the letter and revised plan sheet from GDA Engineering dated April 9 and April 10, 1998, dealing with information requested in Martha Whitney's plan check letter dated February 4, 1998 and George Kellogg's plan check letter dated February 24, 1998. It was found that information supplied for items 1 through 3 on Mr. Kellogg's was insufficient to answer the questions asked (see copies of the plan check list attached with comments). We still need the requested information to help verify the. structural integrity of the structure. The building department will accept as an alternative to the information requested certification from Your California Licensed Professional Engineer, Ken Lenhardt, that based on his observation of the building, analysis and professional experience that the building and all its structural elements are sound and will adequately resist structural design forces presented in Chapter 16 of the. current California Building Code. Regarding item 4 on Mr. Kellogg's letter, it' is the Building Official's decision that special inspection of any high strength bolt is necessary as required.by Section'1701 of the current building code and Section 306 of previous editions of the building code. We must respectfully turn down the request.for waiver of the special..inspection. Should you have any questions, don't hesitate to contact. me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Si George R. Kello Plan .Check E r cc: Ken"Lenhardt GDA 200 Grand Avenue Oroville, CA 95965 01 SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: Michaelee Malotte Permit #{98-0140 Date: 2/24/98 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to .plans, specifications, or calculations as follows: Please provide an engineerin ysis where the building plans provided differ from the design provided in the . ulations by Kirby. One such example is at the beam/column connection of the id frame. ' _/2. Show ho a lateral forces are resisted in the longitudinal direction. Provide details of the lot ral load resisting system. etail all the structural connections- and members on the plans that are not already shown on the plans or as details in the calculations already submitted. Include dimensions and member spacing on the plans. Provide supporting engineering calculations where not already provided. Provide special inspection as indicated on the attached Special Inspection Policy Sheet. The special inspector to be used must be approved by the Butte County Building Division prior to the project permit being issued. 5. Provide information requested in Martha Whitney's plan check letter dated 2/4/98. Comments on GDA April 10, 1998 submittal to answer items 1' through 3 above. Some areas of concern that remain (but not all): Item 1: Difference in design between the as -built of the rigid frame 'knee in the GDA drawings and the rigid frame knee represented in Kirby's structural calculations. Item 2: Cable bracing .connections are not shown on the plans. Item 3: Purlin connections; connection plates, girt connections, member braces,. . stiffeners, etc. where not shown on plans. 2 t Michaelee Malotte February 4, 1998 48 Edgemont Drive Oroville, CA 95965 Re: Permit Application #98-0140 A.P.# 036-45-0-028 With ref&ence to the above subject,, attached is:, fx4 Plan Check List Red .Marked Calculations Red Marked Plans Other Action Required: 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. 7 Sincerely,, MARTHLAITNEY BUILDING INSPECTOR 111 cc: Ken Lenhardt GDA 200 Grand Ave, Oroville 95965 fount ,.;:;��.... utte . L A N D OF' NATURAL WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 Michaelee Malotte February 4, 1998 48 Edgemont Drive Oroville, CA 95965 Re: Permit Application #98-0140 A.P.# 036-45-0-028 With ref&ence to the above subject,, attached is:, fx4 Plan Check List Red .Marked Calculations Red Marked Plans Other Action Required: 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. 7 Sincerely,, MARTHLAITNEY BUILDING INSPECTOR 111 cc: Ken Lenhardt GDA 200 Grand Ave, Oroville 95965 Permit: Applicant: MICHELEE MALOTTE Permit Number: 98-0140 Assessor Parcel Number-. _ 036-45-0-028 Diu; 2/4/98 The above referemeed building . plans were reviewed by this. office. Provide additional Information and/or make revisions to phmi ; specif icadoms dnd calculaions as follows: 1. The 1979 edition of the Uniform Building Code was in effect at the time this building was constructed. The occupancy group that this use most nearly resembles is a B-1 occupancy -storage garage where no repair work is done per Table 5-A UBC. Additionally the construction details submitted show Type V non -rated construction type. Code analysis shall show B-1 occupancy with VN construction type. (One-hour fire -resistive construction less than 20' from property lines.) As plan checks and permits are issued for specific occupancies with specific construction and use requirements, no options may be submitted. Please remove from plans. 2. North .and west walls shall be one-hour fire resistive construction. Additionally door and it's assembly on north elevation shall be a one- hour fire -resistive assembly. 3. Ventilation is required for restroom. 4. Fees for ventilation and building sewer were left off permit application. These will be added and fees charged accordingly. 5. Building plans are in line-up for structural review. Mr. George Kellogg will contact you with any'questions which arise from his review. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 100 P.M. and 4.00 P.M., Monday through Thursday. MARTHA WHITNEY Permit Applicant: i ChQ Jee M0,16 J16 Permit Number. - ONO D3CP ' �5D - 07.E Assessor Parcel Number. Date: The above referenced buiOng . plans were reviewed by this oOce. Provide additional information and/or make revisions to plans, specificadOw and cal=d z ions as follows: on of . `fie, t4iYi orrn iGic Czde Ulu u tPre-c b C4' +he-- 41rn-c �. -fie c�- mo Irl rtewt� I � �. 1 n«7Cx — w�� ��' . .. �//viii J .�'� (,LrJC. • �'ii � e�'t �' rb .° I�h fi - a� v� en 20 �vo�n and perrn-t are i.u,A- .�� Pic 0 If IJbu'w2sMhIo dis� loaVny' brequ irements, you may contact me at (918),538- 7541 between 100 P.M. and 4.00 P.M., Monday through Thursday. I awl -Wa.2.Qd be.. 140 -u -r � Of--, C&n4nkcA 100e Cc tail en i� re�� �Or �.eat�-o�,�, . v mh to &In alr-k 44� I CLPpac S- kk� Al be, a,cldeo� a�wd- ' �ee� crk� �, "'� � rano �c�r� � 1,�w �Or cil 10 Y -k I zoo Ave- Dy-oville qgj(,S 011-11-'� Y*P, 7- 5z -i 2-4 SSO COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT ��°- ASSESSOR PARCEL NUMBER 036-450-028 ZONING AR BUILDING PERMIT OWNER MICHAELEE MAL533-5378 TELEPHONE SO. FT. OCC. BUILDING VALUATION 1200 11 21600, OWNERS MAILING ADDRESS 48 EDGEMONT CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace A 1500, CONSTRUCTION LENDER UNMOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 243-00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 48 ]EDGEMONT 1)R PERMIT FEE $ PLUMBINGPERMIT Filing Fee 20.00 Each Trap 21 7.00 14.00 LOT NO. SUBDNISION'SNAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE/SHOP SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: — Mobile Home S G W @20.00 PERMITFEE S 49.00 Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main ServiceOOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATIONlionde I hereby affirm under penalty of perjury that I am licensed under provter 9 (commencing with Section 7000) of Division 3 of the Business and Pde, and�my license is i full force and effect. License Class �- / `J_ Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Coense Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sotion, will do the work, and the structure is not intended or offered fo I, as owner of the property, am exclusively contracting with licetors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR DR ADONs. ( a ACC. BLOB. ) SO. 3.SQ Fr..00 NEW CONST. MULTI.OUTLET NON•RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS (8 SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL FIXED APPWS. OR Ex. Occup. (OUTLETS (RESID.) EA ) 5.00 Temporary Service 23.00 obile Home Facilities 20.00 M)sc. Wiring 23.00 PERMITFEE ; 69-00 Contractor 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 insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) VI certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signatu of Applicant - er ❑ Contractor ❑Agent An OSHA permit is require for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE I TOTAL FEE $ HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. 206587/217.95// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT "..ti+*'n`:.� �.e� .a,y�:tZ,,.'�v;nye•.�Y7�ii:;�Yi.s.N.:1'a`.-1�+:�.:;{iv`, �•t'•ci`a�s +'3::�:ti'd:�"i'i'n73��T.:.i7+`*arLn'RVY+�aF�,F••- -�.+- - - -,� -, .. -. -_,. �.tit: BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION —7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916)538-7541, PERMIT APPLICATION DATA SHEET � [,�� e%c. A10 o . OWNERA.E.. Proposed Building Use � o/ � `�'�S� Building Inspector c'�" Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY All items have been submitted. . 2 Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ..........:........... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................... 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehomtand anufacturer's installation instructionsg2 sets. ........... Fees of $ p ............ ....:................ . Impact fees as shown on attached schedule. .., !�.. . . California Department of Forestry plan approval/fees: ....................... la Flood elevation letter (100 year flood iy.California-Engineer. .. ............ . 4 Sanitation and plot plan approval Health Department . ............ City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. r6. 20. Pre -inspection for Frednspection ecu�- p required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............. . 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to on Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization ....................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. 'Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ........................... 29. Documentation of legal access . .....................:................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Whin you issue the permit, process as follows: Mail too ner. Mail to contractor. Telephone P3" 47'6 and hold for pickup at W office. Deliver with inspector. Other Parcel Creation�� WlV-� Acreage Applicant ate 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 permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner., was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION No. ' 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 ERMIT ` � NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNERSNE i,/Y/1J���o�`r'� 333-537 SO. FT. OCC. BUILDING VALUATION Loo 2 (0 OWNERS MIU" A�DRF�SS n /-' n� ' CA 9r56. �lG. G_�U �C Cc+✓ . TELEPHONE CONTRACTOR'S NAME//AA �YG�� CONrRACTOR'S MAILING ADDRESS Fireplace A- CONSTRUCTION LENDER UNKNOWN Total Valuation $ Fling Fee $ 20.00 LENDER'S WALING ADDRESS Permit Fee $ Zy3 , ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ - Ir Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESs �G PE90S _ �O gr PLUMBING PERMIT Filing Fee 20.00 / Each Trap Z 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE Each gas water heater or vent 15.00 / /J !UJ s!//0 Gas piping system 1 - 5 outlets 15.00 SF Duplex ❑ Mobilehome ❑ Other sPE Building sewer 15.00 TYPE OF WORK Mobile Home S G W 920.00 New YZ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ PERMITFEE : 12-1 Describe Work: Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service000Y OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 % NEW ( DWELLJNG SUP. ) 3.5Q 'FT" L LICENSED CONTRACTOR'S DECLARATIONI EW CONST. ( BRANCHMULTI-OUTLET CIRCUITS ) @7.50 I hereby affirm under penalty of perjury that 1 em licensed under provisions of Chapter POWER APPARATUS ) 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, (a SINGLE OUTLET CIR. and my license is in full force and effect. Ex. Occup. oLnLET.oR FaTUREs) BAL20 Q'.00 .60 License Class Lic. No.EX. Occu FIXED APPLNS. OR p• ( OUTLETS (RESID.) E. 5.00 OWNER -BUILDER DECLARATION Temporary Service 23.00 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Mobile Home Facilities 20.00 ❑ 1, as owner of the property, or my employees with wages astheir sole compensation, Misc. Wiring 23.00 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 PERMITFEE Z to construct the project. $ ❑ 1 am exempt under Sec. Business and Professions Code for this Contractor reason WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Fling Fee 20.00 1 hereby affirm under penalty of perjury one of the following declarations: Heating ❑ 1 have and will maintain a certificate of consent to self -insure for workers' Cooling compensation, as provided for by section 3700 of the Labor Code, for the Hood 6.50 performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section Ventilation 3700 of the Labor Code, for the performance of work for which this permit is issued. PERMITFEE $ My workers' compensation insurance carrier and policy number are: Contractor Carrier Mobile HoTe Installation Fee $ Policy Number (The above sections need not be completed if the permit is for work of a valuation Energy Inspection Fee $ of one hundred dollars ($100) or less.) . TYPE FEE $ ❑ 1 certify that in the performance of the work for which this permit is issued, I shallTOTAL not employ any person In any manner so as to become subject to workers'D. FEES IMP FLOOD CDF PARCEL PO HD ssUE compensation laws of California, and agree that if I should become subject to the PtheB.tte workers' compensation provisions of section 3700 of the Labor Code, I shall reby issued under the applicable provisions forthwith comply with those provisions. unty Code and/or Resolutions to do work Date indicated above for which fees have been paid. X _____ _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction B Date y of structures over 3 stories in height. � Z0c, 68? PERMITEXPIRESON ReceiptNo.Z/7 WHITE-D.D.S.-B.D. CANARY -ASSESS PINK -INSPECTOR GOLDENROD -APPLICANT (Date) VIOLATION CHECK LIST. A. P. #�U/ ^ �s� Address i. Owner Owner's Address Owner's Phone No. Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section, Priority No. Specific Plot Plan with C/V Noted yes no Penalties Required lst. Notice Sent 7117asr,� 2nd. Notice Sent ate Date Comments and/or Determination All) )0.,-e r,, - 16Y301,99 ,,- I6Y3ofg9 0wA1e-1-i.iv 7LOWZ . hICE ee-.r3 0,-,/e `s v L'v �� ��'s S�os' _,,7-� C ro� h e, -I She 4a l/ I /1/G° o/ f D �HsG �� ivew c�� Disposition For Citation Citation Date (Date) Department Recommendation to Court i Court Action Notice of Violation Recorded (Date) b . IZ—j oy o(o F-7- GrL GA✓Zra ti T Ac 0- 61)1 /0 r �c�6??.��U CGC G` �✓ ,zA/ o/L t� .. I�uT �N G v✓I 40J Lb►'vv-(5 oCTT- //�/� /;/Ll=' M, -A Zi- . •� ' /L./�' "I � S • ' .' �i ilk �"V . ti .... ''. '. � � l � � •. , •i : A a�� i� .... DA PROOF OF SERVICE BY MAIL DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397 TELEPHONE: )916) 538-7541 FAX: (916) 538-2140 November 5, 1996 Leon L. and Michaelee Malotte 48 Edgemont Drive Oroville, CA 95966 RE: Building Code Violation A.P.1036-45-0-028 48 Edgemont Drive, Oroville Dear Mr. and Mrs. Malotte: This is a formal warning notice notifying you that you are' in violation of the Butte County Code.at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for construction of a commercial building in violation of the 1979 Uniform Building Code adopted by Section 26-1 of the Butte County Code as follows: (a) Section 301(a) Permits Required (b) Section 305(a) Inspections Required (c) Section 305(d) Inspection Approval Required before Use or Occupancy The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying 'the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Letter to Leon.L. and Michaelee Malotte- RE: Building Code Violation A.P. #036-45-0-028 Page 2 ' November 5, 1996 , } Should you have any questions concerning- this matter please contact Scott Rutherford or Michael Vieira in this office at the -address or telephone number listed above. ,Sincerely, MCV:dms Mic ael C. Vieira,,C.B.O. Ma ger, Building Inspection f -------------- y ... . . • utteOIIIZ� 'LAND - OE NATUR-AL WEALTH AND BEAUTY. ' .BUILDING DIVISION ; DEPARTMENT OF DEVELOPMENT SERVICES t 7 COUNTY" CENTER DRIVE' - OROVILLE,'CALIFORNIA 9596573397 TELEPHONE: (916) 536-7541 FAX: (916) 533-2140 ' i January 28, 1998 Leon and Michaelee Mallotte ' - ' 48 Edgemont Drive f W - Oroville, CA'95965 - Re: Building Permit Application ; # 96-2670 t A.P. # 036-450-028 Dear Mr. and Mrs. Mallotte, ' With reference to the`above building permit application, Tam in' receipt of plans and calculations prepared by Ken Lenhardt for the metal building on your property at 48 Edgemont Drive: However, your application - expired after one year and your project cannot be processed until you have applied for a new permit, and paid permit fees. You may -apply for a refund of previous fees paid no later than two years from the date of the original application,: November 25,1996. , 'We will also require, special inspection of the high'strength bolting in the building, which would 4be required whether the structure was completed in 1984, or, 1998. Please confer with Mr: Lenhardt and let us know , who your special inspector will beprior to`permit issuance. If you need assistance, the building division has a list of approved special inspectors available in the surrounding area. j It is now in order focyou to apply for the required permits, and pay the appropriate fees. Y Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira"of this,office at the address or phone number listed above. Sincerely, s Scott Rutherford s i Chief Building Inspector ,1 k Kirby Kirby Building Systems, Inc. / P.O. Box 390, Portland, TN 37148 / Kirby Drive, Portland, TN 37148 / (615) 325-4165 June 12, 1996 Mr. Leon Malotte Malotte Construction 48 Edgemont. Drive Oroville, CA 95966 RE: Request for design calculations - OLD Kirby job W6614-284 Tri -Valley Contractors/Leon Malotte Oroville, California Dear Mr. Malotte: In response to the request made by your wife,. enclosed you will find copies of the original design calculations for the above referenced Old Kirby building purchased in 1984. I understand that what you were actually seeking were copies of the original erection drawings -- unfortunately, there are no drawings contained in this file. As I discussed with your wife, this building from 1984 was not manufactured by this Kirby company. This building was designed and fabricated by Kirby Building Systems ("Old Kirby") of Houston, Texas prior to the corporate existence of Kirby Building Systems, Inc. ("Kirby") of Portland, Tennessee. Kirby provides you with a copy of these calculations as a courtesy only. Kirby cannot guarantee and does not represent that this building meets any required building codes or design loads. Kirby can only pass along to you the information as it is contained on these calculations. Kirby recommends that you retain the services. of a qualified consulting engineer to answer any questions you may have regarding . the present conditions of the building, and the capability of the structure to accept any modifications, additions or renovations. If you have any questions regarding the enclosed, please feel free to contact me directly. I can be reached , at (615) 32574165, extension 295. Sincerely, KIRBY BUILDING SYSTEMS, INC. . M. J line West Director, Contract and Claim Administration MJW:st enclosure P.S. The information requested on quotations for other buildings will be provided under . separate cover by Mr. Butch Smith of Kirby's Estimating Department. - COMMERCIAL PLAN CHECKING GUIDE (1994) U.B.C. OWNER: Ai c hakkl2L 1 ' t At BUILDING PERMIT NUMBER: T S'01 q 0 PLAN CHECKER: I j W A.P..NUMBER: o &P ' O ZS A. GENERAL: .1! Zoning requirements, Planning approval. Valuation. �jtu:c(r+t .amu- d- '`ttL VPirii 1,a7er� 3. Plans signed by an engineer or architect. , .�e Proper description or work on application.. ® Existing violations on property. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). • ! «.• i 7. - ,4, p. Improvements. or drainage; Land Development approval. B. PL T PLAN.• Compaclete parcel size and dimensions_. t2) Setbks, sidevards, easements, etc. // Other buildings or structures. ` Grading, fills, drainage. , Flood hazard. .Ef Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc.' F.A.U. & F.A.S. road set back. _ Building or utilities across lot lines (Lot Merger): C OCCUPANCY REQUIREMENTS: ` ' Building,use:. 71 Occupancy Grotip: :�=f P Type of Construction: VA Viers Building floor area: uQ OccupantLoad: Z. Basic allowable floor area: JZ000 �sq. ft. Total allowable floor area: Basis for increase: Compliance with specific occupancy requirement. ' Occupancy separations (Section 302). ` iY Area separations (Section 504.6).' rn Firewalls due to location on property (Section 503). QA„ -y Maximum height requirements (Section 506). 6. Draft stops (Section 1505). �r. r}r-oom Ventilation and special hazards requirements (Section 3). 1� Automatic fire sprinkler system (Section 904). ` J / Fre alarm systems (Section 310.10). Mechanical coderequirements(Grease hood w/fire sprinkler system - Section 507). ; Environmental Health Review-''(a)_RestauranGAct, (b)'CommercialIPool, (c) H Occupancies: Smoke detection system. C.D.F:.or--Stite4F.ire Marshal plantreview. 14. Electrical Code Requirements (Ivledicah- Article 517, Assembly'- Article 518; etc.)) ` '/ Physical Disability Requirements (Title 24). ,W. . Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS: '— -- "- ,1! Roof covering requirements (Section 1503). Parapet walls (Section 709.4). Toilet room floors and walls (Section 807). Guardrails (Section 509). June 1997 3.4 /5! Detailed types of construction requirements. Proper roof pitch for roof covering (Section 1507 & 1508). �T Attic access and ventilation (Section 1505). ,�/ Roof drainage (Section 1506). 1j" Skylights Section (2409 & 2603). Stages and platforms (Section 405). , "I-1' Interior wall and ceiling finish (Section 801). 12. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). ' Wall and ceiling covering installation (Section 2500). Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). Foam Plastic (Section 1715). ` E. STAIRS, EXITS AND OCCUPANT LOADS: General Exit Requirements (Section 1001.4 & 1006.3). Number of exits, width and locations (Section 1003). 0 -U Doors (Section 1004). DOVK 1'TL1 . Corridors and exterior exit balconies (Section 1005). 5. Stairways, rise and run, width, winders, and construction (Section 1006). Ar, Horizontal exit (Section 1008). Exit and smoke proof enclosures (Section 1009). Exit signs and illuminations (Section 1013). -�kisles and seating (Section 1014 & 1015). Exits for occupancy groups (Sections 1016 - 1019). 1 Floor level exit signs (Title 24 & Section 1013). F. MISCEL LANE0 US REQ UIREMENTS. 1. Masonry chimney (Section 3102). 2. Veneer (Section 1403). ' Special Inspectionper'U.B.C. Section1701). V jde j�f,,,��pf �h�� "'-" y- - a. High Strength Bolting. t� Field Welding. bYe e 66 • . • C. Masonry (full stress). 6 . . d. Concrete (f c>2500psi). , 4. Special Certifications - Mill Certificates. 5. Expansive soil - Special design. 6. Cut/Fill slopes, compaction tests, grading. 7. Noise requirements (Planning, Appendix Section 1208). 8. Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS: 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. ' 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER: -1j.co nuc.at- be. 1 • For Inspection Jacket: Flood Hazard/Elevation Certificate 1/ SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.5 0- Page 1 MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE j �� M Bldg. Permit # «� I~ 84 OWNER L-r[�v►! 1 'lQQ,QL 1I10.1oAe A.P. # A. RAL Ave.,Zoning requir ents sideyards, a ing spe a conditions). A Valuation. /Z-/ Signature b C E or Architect if required). g y ( q ). Calculations. 4 Improvements and drainage -- Land Dev.,DPW; City of Chico; City of Biggs. �omplete plot plan with dimensions, easements, other buildings, and other pertinent data. See previous permits and plans in file for expired permits, change of use, etc. � �Hrn � -tRu►cvCJ B. OCCUPANCY REQUIREMENTS GCRAaGiL. T,�AaJ%I�k1N�ic CcAR� FoA c�i��'R�Ac�bIL 1. Building use 2. Occupancy Class Type of Constr. 3. Building floor area 1 O sq.ft. Occupant Load 4. Total allowable floor area Off- sq.ft. a app Basic allowable floor area $Oft sq.ft. Basis for increase 5! Additions, alterations, and repairs exceeding 50% (Sec. 104). Compliance with occupancy group requirements (Chapters 5-13). Occupancy separations (Sec. 503). Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507). j�Attic separations (Sec. 3025). Ventilation and special hazards requirements (Chapters 6-13). J' Fire extinguishing systems (Chapter 38); Fire alarm systems (Sec. 809 & 909). ]fes' Mechanical code requirements. (Grease Hood w/fire sprinkler system - Chapter 20). W Health Dept. Plan Review -(a) Restaurant Act; (b) Commercial Pool. Lf,��" Smoke detection system. 1'. Fire Dept. Plan Review and/or Fira Marshal Plan Approval. 18: Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). C. TYBES OF CONSTRUCTION REQUIREMENTS ' Fire retardant roof coverings (Sec. 1704). Parapet walls (Sec. 1709). 3 Toilet room floors and walls (Sec. 1711). Physically handicapped (Sec. 1711 & Table 33A). Guardrails (Sec. 1716). Detailed types of construction requirements (Chapters 17-22). J! Proper roof pitch for roof covering (Chapter 32). ttic access and ventilation (Sec. 3205). 9! Roof drainage (Sec. 3207). 1 yK Skylights (Chapters 34 & 52). Stages and platforms (Chapter -39). Interior wall and ceiling finish (Chapter 42). 1� Fire resistive requirements (Chapter 43). Xl+. Wal -1 and ceiling coverings (Chapter 47). ]; Glass and glazing (Chapter 54). Human Impact (Sec. 5406). 1fio.r' Building Materials - Check: Grade, Species, Allowable Stresses, Ext. or Int.' -- Example: (Glu -lam Beams w/ certif. 24F ext.grade) Paste 2 MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (continued) D. SMRS, EXITS. -AND OCCUPANT LOADS eneral Exit Requirements (Sec. 3301)•(Post occ. load, etc.). Number of exits, width and locations (Sec. 3302). Doors (Sec. 3303). ' Corridors and exterior exit balconies (Sec. 3304). 1 Stairways, rise & run, width, winders, and construction (Sec. 3305). • Horizontal exit (Sec. 3307). 7l Exit and smokeproof enclosures (Sec. 3308 & 3309). 8"�� Exit signs and illumination (Sec. 3312). 9: Aisles & seating (Sec. 3313). 10� Exits for occupancy groups A-E (Sec. 3315-3319). ENGINEERING REGULATIONS. DESIGN. QUALITY. MATERIALS. AND DETAILED REQUIREMENTS Complete plans sufficient to show how building is ,proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. Energy design, calcs, and necessary details (State law). Veneer (Chapter 30). 4f*' Chimneys and fireplaces (Chapter 37). Engineered plans if required. 5/ Plastics (Chapter 52). Excavation and grading (Chapter 70). 7.w --Continuous or Special Inspection (Sec. 305). 8/ actory or other certification.' 9! Soils or compaction data. lO�Noise regulations. Footing reinf. Min. Two #4 bars (cont.). Engineering Calc(s) should include: (a) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation. (d) Walls -- Large openings? (consider lateral). y (e) Lateral: 1. Roof Diaphram. 2. Shear Walls. 3. Anchorage & Tie -downs. 4. Connections thru-out. (f) Retaining Walls. +!"C ,�v ,`�y� - .. - •"` +� , fN61N1ERING145 SUNW—G ORO DAM ISVD. SUITE M9lAT—IG �; .:.. e•\.. &MOVILLE. CA. 05043 - .. .. , ...... . _ I -. ._. (914) 515.9044 - .. .:. ..... .. .. 01�/N.E2 /-FOAJ MkLOTTE 0,ON72,9G 7292= 0V./tV /L L oC4, -r1o14 . 4 S...6'�G6MoN r ,o 12 -OV 1 LLE, C 4, u1LD1NG -s ;S%EM =. l�. ► �� ;� 2`9 14TE - of 2- Zo'Bafs . D �s ► y ►•t w D S Lv6 LOIaO 20 'PS F Rsb-olT/0 NS r.. , _..._.. , — H . - O QROF ESS ell coon ►\l G N U Rz - 1900 V E 2T = 5510 No✓ �87 ro -,15o / L $ EAS 1 - loso P:!5 of cAI�F Lb."t', Z3E1�.C2►NG-= 150 ps#=IF'r . .._. ...... - l-11 FIND .e1 0 DAM BLVD. ,4 .. , . ,•. 7 .. -.• , SUIIVt1 0 - G ..SUIT[ M aAMMO oc OMITS. C 1 9$%S ... _ .. .... - ... ... .. ..�ae1 S33.2Dee u.E= RTiCti L . /�. ss l' �g z � FTG► . . S v.�._/3so (Z�♦__ 300-' - ... . . 190d ,C o.33 z 83) A 77.'. 22Lep+� he)oL G -no o h moo -rl N �� 3 2: l 5 x 10 .X ?Z -3.300 679 D= 3 3o�lFjoo = l. 8 3 _ �5x 2O = 1C906 FT &. hS. 6�.Bov o Q,�Of ESS/0' l CA Lu87 y . y � - . r ' i. a .. _ . - • R^: �y ` leAn Natotte '48 cdq�emovnt 0a, ' l'epat,&Ae*t of lac btix_, Woal4 7 Count q Cente% Dea .Ma. C7n`Fln '17,1984 'a,tette't way wai nevi to me 7,orrz 'the. �epaatment of %dub-1 is WO;t .. 9 waa tot-d Viat a, pe%cytri t�+waw �cecyuhied -to' covz. c t _ a mutat bdW. since 9 way Iyou�; to use th�-ba/c�v as a ato&411- u it theice /..eemed to be- no paobt4M. 9 wOWW c04102ns to 'the teff,. An y f �iom the. County A�e.�o%; _qunel ' 19814; . c Aed whit chawe4 weae: Genu made. -to o" ie� pcop". i��hev�`9 aeceived a Lettea, 17,1981, a �02 jwiewa.%� • Now L j 1" `seta b 'ba to �''a e commert� buti�9 uhde i � ewa%,C �ce�yuv�ement�. Ny. me aL Gc i4 not a con�nse�ci u� b ; r ' t, -ice.. to't' ►,zq .own Pa i a& use. ' Ny ma te7.i a.� ;' avid_ e. rreK.t can be aecruya vc a• tettet of Noueribe�e 27, I98� way �:e�t' -to�.ixe the e�.ted_jizewatt pLa�. "" Nou',• my'►siP.tab _bazn ii no•t a comme�t i �ope�co�t i,on. C)" a-tea i4 not zoned contmeeae i cLC. 9-t -ice. A f<e��i uk C. then a' Ce t iea o gcnut y 25P 198 S •tba t ru y ba4,n had became a co n dtozc�e yard. r 90 b e6�'n with,'' 9 ani mt. d Li aen ed cont tac to�c, rh y opeta, t i,on � a c�ihoa �eauace, not coi% aGc tivt . Ny pay ' i� by the`°hou�c 'not the f�oob. 9 p�cou� de a a.eica �&,t �ccuzercw t4, tahme�c4 t c, d'-incGiuzduc�Pa, lily Aq�ab'Gawti.ne atotaent perm ta, me to ptoui& a contin,uA'_ r 4Jcu.r ce to thode -ind i,ui"-. LWo•Cued in of OF,-do SI/W" mem ba",in that wiU bed �oa mateaic„b,, and ecyut mi?at a toaaad,e a i tom, app tox� 10 feet faoa •the, no4th p tope, ty •fuze and ' �eet �icom the eci.t plop r Psi vie. the 'd%i.��tnceii1e.�.ted zn the, Code:ate.•aueezeded oa � a�rc at buitdin pciva-te �• c�aitarge, eaapoa t; ,d' and woak.�cop . hat ji tewatt �iecyu ince i. 9 cin aothet coqua.ed rn9-,conceianed. 9, not auice about the f pe im t, •the demand f o'c, a ji&eZvat t, hnd now bein f .totd ' jo teak down what y Ue�ty t t y yo'uv�, ' Xeon Nato'*t to ; LAND OF t••JATURAL W E A L T H Ar.,• BEAUTY OFFICE OF THE COUNTY COUNSEL ADMINISTRATION CENTER 25 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3381 TELEPHONE: (916) 534.4621 February 27; 1985 Mr. Leon Malotta 48 Edgemont Drive Oroville, CA 95965 RE: A.P. 36-45-28 Dear Mr. Malotta: It has been brought to our attention by Mr. Jim Glander, Chief Building Inspector for. the Butte County Public Works Department, that you have constructed a storage building on your property located at 48 Edgemont Avenue in the Oroville area, without obtaining the required permits and inspections. Section 26-1 of the Butte County Code states that the County has adopted the 1979 Edition of the Uniform Building Code. The Uniform Building Code requires that all persons constructing buildings within,the County of Butte, except for agricultural buildings, are required to obtain a permit from the County Building Department. Section 26-6 of the Butte County Code states that: "It shall be unlawful for any person, firm, or corporation to erect, construct, alter, repair., move, remove, improve, convert, demolish or equip any building or structure in the unincorporated areas of the County or to cause the same to be done contrary to or in violation of any of the provisions of this chapter. "The use or occupancy of any building in violation of any of the provisions of this chapter is hereby declared to be a public nuisance and may be abated in a manner provided by law." Section 1-7 of the Butte County Code provides that any violation of any provision of the Code constitutes a misdemeanor, or in the discretion of the District Attorney, be charged as an infraction. The penalty for a misdemeanor is punishment by a fine not exceeding $500.00 or. imprisonment. The punishment for an infraction shall be a fine not to exceed the sum of $500.00. Mr.. Leon Malotta Page 2. February 27; 1985 Therefore, you are to immediately remove the storage building you have constructed on your property located at 48 Edgemont Drive in the Oroville area, until. you have obtained.the proper permits, inspections and approvals, from the Butte County Department of Public Works. Very truly yours, L,BERT-M. S IEMSEN Butte County Counsel DMS:je cc: Jim Glander ' ,.<`CChief Building Inspector. y COUNTY OF BUTTE 7 COUNTY CENTER DRIVE CROVILLE, CALIFORNIA 95965 caam or. SU Of vuBu(;0KS 4' ENT 0 , 11C�WOMbEFT. F_ -7 2 0 HOLD 74 .� Leon Malotte 48—Edgemont Dr. Oroville,, CA 95965 ETURN ied from I - I rm 3849-ik- CLAIM CHECK 42.11 �!! IJ S P I 'I A C .67 0 HOLD 5 2 76 L.- - - DATE IST NORTTICE ETURN ied from I - I rm 3849-ik- - 4 1 , SENDER: Compide bms 1. 2, 3, and 4. 0 Add your address 1,1 the -RETURN TO" 2 ! space on revarse. (CC;ISULT POSTMASTER FOR FEM) To FIE") j. ju tgowtng unim is mqwsted (dmIt OW 0 nda 0 Show 10 whom vW dre d*mW ............... Sh" fWj vftM. date, Lqd akIrM 1091 defil-TrY - -1 SI" 0 RI 77 210 RESTRICTED DELIVERY ........................... --------- S �T C In is OMW in wmn MAL I ARTICU Auumtbbtu Iv - Leon Majotte 48 Edgemont Dr., Oroville,g �h5 4, TYPE OF SERVICE: ARTICLE NUMBS 0 0 REGISTERED 0 14SURED P367195798 'ISU CaCERTIFIEMD OCOD S 00(MS =MAIL (Atwsys obtain Of 64*03843 ef 89"0 I t�m mmwA Im article dawn— aum- SICHATURE Oftdr&SW CIA0,0zed 910-T11 5. DAYE OF DELIVERY POSMRK I " bs on m%vu we) ESSEE'S ADDRESS (04 -1 5 C 7, U-4ABLE TO DELIVER BECAUSE: INITIALS LnF 3---- * QPQ 102-3 4/30/85 36-45-28 -------------------------- . . 4 1 April 30, 1985 Leon.Ma.lotte-.-.. RE.:._ .Buiading,.,P.ermi.t A;p.phica.tion, 48 Edgemont Dr. #1347-84 Oroville CA 95965 AP #36-45-28 Dear Mr. Malotte: With reference to the above permit application, which expires May Z. 1985, we wrote you a letter dated March -25, 1985, stating we needed the required firewall details from your engineer so that the permit can be issued. Since the building was constructed without permits and inspections from this office, and since permits and inspections are required by both State and County laws, unless you have submitted the''requested details and made arrangements for inspec- tions within ten days of the date of this letter, the matter will referred to the proper authorities for appropriate action. Should you have any`qu@stions concerning this matter, -please contact this office. Yours very truly, William Cheff Director of Public Works r Glander JFG:am Aie-f Building Inspector cc': Building Inspector - Oroville enc: Copy March 25, 1.985 letter _. if t6,attetounfq LAND OF NATURAL. WEALTH AND BEAUTY m DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director >; F" �," :r -;j; ,•-;r''J'i 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 _ Telephone: (916) 534-4541 RONALD D. McELROY Deputy Director' CERTIFIED MAIL April 30, 1985 Leon.Ma.lotte-.-.. RE.:._ .Buiading,.,P.ermi.t A;p.phica.tion, 48 Edgemont Dr. #1347-84 Oroville CA 95965 AP #36-45-28 Dear Mr. Malotte: With reference to the above permit application, which expires May Z. 1985, we wrote you a letter dated March -25, 1985, stating we needed the required firewall details from your engineer so that the permit can be issued. Since the building was constructed without permits and inspections from this office, and since permits and inspections are required by both State and County laws, unless you have submitted the''requested details and made arrangements for inspec- tions within ten days of the date of this letter, the matter will referred to the proper authorities for appropriate action. Should you have any`qu@stions concerning this matter, -please contact this office. Yours very truly, William Cheff Director of Public Works r Glander JFG:am Aie-f Building Inspector cc': Building Inspector - Oroville enc: Copy March 25, 1.985 letter _. Leon Malotte 48 Hdgemont Dr. Oroville, CA 95965 Dear Mr. Malotte: March 25, 1985 RB: Building Permit 41347-84 AP #36-45-28 With reference to the above subject and your letter received on March 21, 1985, your building is classified as a B-2 occupancy, the same as a comorcial building for building code purposes, and does require the firewalls. The building cannot be classified as an agricultural building because it does not meet the agricultural definition and it is used for a backhoe service. (If it were an agricultural building over 1000 eq. ft. in area the BIER walla would be required closer than 20' to property line.) The building cannot be classified as a private garage, carport or shed (M-1 occupancy) because it exceeds 1000 sq. ft. in area and is used for a backhoe service. The building must therefore be classified in the occupancy group other than M. Division 1, that it most clearly resembles, which is a B-2 occupancy. Since we have been attempting to resolve this matter for approximately oue year, pleas® have your engineer submit the required firewall details at the earliest possible time (your permit application expire® on 5-2-85). Should you have any further questions concerning this matter, please contact ase. Yours very truly, William Chaff Director of Public Worka Crigin�l signed by J. F. Glanrler J.P. Glander JPG:aj Chief Building Inspector ik . Mr. Leon Malotte 48 Edgemont Drive Oroville; Ca. 95965 RE: A.P. #36-45-28 Dear Mr. Malotte: I. AND OF NATURAL WEALTH ANG BEAU T1' OFFICE OF THE COUNTY COUNSEL ADMINISTRATION CENTER 25 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 959653381 TELEPHONE: (916) 534.4621 October 8, 1985 It has been brought to our attention by Mr. Jim Glander, Chief Building Inspector for the Butte County Public Works Department, that you have constructed a storage building on your property located on Edgemont Drive, in the Oroville area, without having obtained the required permits and inspections. Section 26-1 of the Butte County Code states that the County has adopted the 1979 Edition of the Uniform Building Code. The Uniform Building Code requires that all persons constructing buildings within the County of Butte, except for agricultural buildings, are required to obtain a permit from.the County Building Department. Section 26-6 of the Butte County Code states that: "It shall be unlawful for any person, firm, or corporation to erect, construct, alter, repair, move, remove, improve, -convert, demolish or equip any building or structure in the ,unincorporated areas of the County or to cause the same to be done contrary to or in violation of any of the provisions of this chapter. "The use or occupancy of any building in violation of any of the provisions of this chapter is hereby declared to be a public nuisance and may be abated in a manner provided by law." Section 1-7 of the Butte County Code provides that any violation of any provision of the Code constitutes a misdemeanor, or in the discretion of the District Attorney, be charged as an infraction. The penalty for a misdemeanor is punishment by a fine not exceeding $500.00 or imprisonment. The punishment for an infraction shall be a fine not to exceed the sum of $500.00. ` ' . ` - Mr. Leon MeloLta Pogo 2. October 8, 1985 ' .. Therefore, you are to immediately remove the storage building you have constructed on your property located on [dgomont Drive in tha Orovilla area, until you have obtained the proper permits, inspections and approvals, from the Butte County Department of Public, Works, ' Ver truly ` DLLULUl ��, 51LM5Lm Butte Count. Counsel ' ^ DMS:'e cc: Jim Clon|er ^ Chief Building Inspector- ` ^� �� ~ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS I 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. 12-1117, ASSESS P RRCEL'NU_MBER ZONI BUILDING PERMIT owNE TELE3 o E .� 3 SQ. FT. OCC. BUILDING VALUATION a OWNER'S MAILING ADDRESS CONTRACTOR'S NA4U c� h ear TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNs/KN N Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ r " ARCHI CT OR ENGIN ER LICENSE NO. Plan Checking Fee $ ' j' D Penalty $ ARCHITECT OR ENGINEER'S MAILING ADORE r Permit fee A $ SU BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 +— Water piping 5.00 _ LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water. heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTU E � SF ❑ Duplex ❑ Mobi lehome ❑ Other ►'�$ v Y SPECIFY Building sewer 5.00 s� Mobile Home S G W. 10.00 e TYPE OF WORK New Addition Remodel ❑ Uti I' ies Install tion ❑ Other ❑ Describe work: - `� r �Y ��) VAQ � �, Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100v OR LESS 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2:50 NEW CONST. //DWELL G P. OR ADONS. l ACC. 1 , 2/20sgit V qq CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. icense No. Classification as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR., MULTI -OUTLET 2.5Oea NON.RESID BRANCH CIRC ITS. NEW CONSTR. POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. EX. OCCUp(OUTLETS OR FIXTURES SA ®30 gt FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring15.00 Permit Fee $ , Contractor MECHANICAL PERMIT FiIingFee 10.00 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. ®/(shall not employ any person in any manner so as to become subject V?-'.r 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. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 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 Co u ty in consequence oft ranting of this per it. X n Date Signature of Applicant— Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories ,�n height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 0CCUP. GROUP "g, TYPE OF CONST. „ PARCE P HD ISSUE This permit is hereby issued under 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 Receipt No.T��(O // WHI-fE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT PFA COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET Permit. No. OWNER dLe_n q A��S 9 CJ f t� A. P. No. Proposed Building Use Permit Fee Based Upon: Complete Contract Price tl_-'�DPW Valuation ' _. /('fher otApla ain) Building Inspector Date '— V At time of permit application, I was advised the Ifollowing data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been -submitted. . . . . . . . . . Plot plans iOe triplicate. 3. Complete plans in duplicate/triplicate. . . . . . . 4. Complete engineered plans and talcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . . 9,. -Letter of signature authorization . . . Sanitation approval from ��` Health Dept. / Planning approval for (A) Use: �B) Parking: z0 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) a'�-4 14. Owner -Builder Verification (Given to owner[], Mail to owner ❑ ) `�16. Improvements may be required. . . . . . . . . . . . G ZO i 16. Mobilehome Installation Data. . . . . . . . . Pre-Inspec. request to (Date) . . 17. Pre -Inspection for Required. Building Inspector 18. Other i- When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant t4kK` 4Date Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked ab eat im f appli ati n, le 'tem.) 1. Index permit for above Items No. W 2. Additional items required: (Contractor, Ign ne was advised of above required data y�Telephone Mail ther By "4�•.� Date Plans checked by Date Plans approved by Date Other: __ 1, Q L Copy—DPW 7. 7w7j, owe isn arpv.,ved for lic id ii " 41 j* or, for ftouao/mcibllcllom� or Otb(� PTIA,4... 61VAPORTANT MESSArx FO DATE- 'rim l\A OF PHONE S-3 7,? AREA CODE NUMBER . EXTENSION TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION MESSAGE 02;-7ff AA-tf 2(;�41 ^16 e5�11 7;q/ ALI L19A45 AAv.,;,b4 �Y'rd z P,6- lj7we u v SIGNEO— LITHO IN U.S.A. TOPS W FORM 3002S County Counsel Department of Public Works Building Permit - AP #36-45-28 December 27, 1984 With reference to the above subject, attached are copies of correspondence sent to Leon Mallotte about a storage building he constructed without permits, inspections, and approvals from this office. To date, we have had no reply. Would you please send him the normal letter about obtaining permits and ins pec t ions . Should you have any questions, please contact me. Origirn3l signci by J. F. Glander J.F. Glander JFG:aj Chief Building Inspector Attachments March 25, 1985 I.6on Malotte RE: Building Permit #1347-84' 48 Edgemont Di. AP #36-45-18 Oroville, CA 95965 Dear Mr. Malotte: With reference -to the above subject and your letter -'received on March*21, 1985, 1 your building is classified as a B-2 occupancy, the same as a commercial building for building code purposes, and does require the firewalls.: The building 'cannot be classified as an agricultural building because it does not meet the agricultural.definition and it is used for a backhoe service.. (if it were an agricultural building over 1000 sq. ft'. in area the 1HR walls'would be required closer than 20' to property line.) The building cannot be classified as a private garage, carport or shed" -(M-1 occupancy) because it exceeds'1000 sq. ft. in area and is used for a backhoe service. The building must therefore be classified in the occupancy acy group other than Mi, Division 1, that it most clearly resemblei, which,is a B-2 occupancy. Since we have been attempting to resolve this matter for 'approximately one year, please have your engineer submit the required firewall details at the earliest possible time (your permit application expires on 5-2-85). Should you have any further questions concerning this matter, please contact me'. Yours very truly, William Cheff Director of Public Works Original signed 15y J. F. Glander J.F. Glander JFG:aj Chief Building Inspector y g WSM11 ZA Z, �-Nl t -N: �Z-T 121-1 ISSO "97,; - - iw_ nor- , rl Q - V71 -If TO Z �� -N �-N G I ll�-j -:;So November 27, 1984 itoa Malotte RB: Permits and Inspections 48 Bdgemoat Driva.. Alt 036-45-28 Orovillc CA 95965 Dear Mr. Malotte: With reference to the above subject, on duly 17, 1984, we sent you a.letter requesting firewall details`on a storage building constructed ou your property located at 48 8dgewnt Drive,'Oroville.: Since this buildi4 1a be:ing'construeted without permits and inspectiow, and since .kth_pgril2ta,and_ 'iusysctioas are required by both State and County laws,, unless you have submitted, •th4 above-mentioned details so that/ thea permit may be.issued anal made arrangements for the required Impaction* within ten days of the date of this letter, the matter will be referred to the proper authorities for appropriate action. .;hotird you have.any queidtions, please contact this office. - Yours very truly, .. Wiiliate Chaff Director of Public Works Original signed by ' J. F. Glander J.P. slander JFG:aj thief Building Inspector cc: Building Inspector - Oroville4 Leon Malotte 48 Edgemont Drive Oroville, CA 95965 Dear Mr. Malotte: July 17, 1984 RE: Building Permit #1347-84 AP #36-45-28 With reference to the above subject and the storage building being'constructed on your property on Edgemont Drive without permits and inspections from this office, we still need the firewall details to complete our plan checking. N. -- Please submit these details within ten days of the date of this letter so we may continue to process your permit application. Should you have any questions, please contact this office. JFG:aj Yours very truly, William Cheff Director of Public Works Original signed by J. F. Glander J.F. Glander Chief Building Inspector cc: Ken Lenhardt, 220 Grand Ave., Oroville, CA 95965 Go en r= 0 IL. CA P -367 195 798 RECEIPT FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED— NOT FOR INTERNATIONAL MAIL (See Reverse) Sent to Leon Malotte Street and No. 48 Edgemont Dr- P.O., State and ZIP Code OrQville- r.A 91S; 69 Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee Rerturn Receipt Showing to whom and Date Delivered Return Receipt Showing to whom, Date, and Address of Delivery TOTAL Postage and Fees $ Postmark or Date 4/30/85 36-45-28 COUNTY -OF =BUTTE: - DEPARTMENT'OF' PUBLIC WORKSr _. -" " """—PERMIT NO. 7 County Center Drive-- Oroville, California 95965 -;.Telephone: 916/538-7541; APPLICATION, AND' PERMIT ; ASSESSOR PARCEL NUMBER ZONING• BUILDINMPERMIT OWNER TELEPHONE. SO.- FT.. OCC*._ BUILDING.VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING. ADDRESS- -- - - -- _.. Fireplace CONSTRUCTION. LENDER UNKNOWN Total Valuation $ - LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Feep ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee S $ Energy Plan Checking Fee$' ` ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee, $ 412 1 PLUMBING PERMIT' Filing Fee 15.00 Each Trap 1 5.00 la 00 Solar or heat pump. water heater 20.00 LOT NO.SUBDIVISION NAME - PARCEL MAP Water piping 7.00 �IQO Each qas water heater or vent 7.00 USE OF STRUCTURE SF ElDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 / MoAi le Hoine -I S G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: C V, CL X �Q Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 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 ❑460 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 1000A). .37.50 NEW CONST. DWELLING OCCU7711 OR ADDNS. ACC. BLDGS. n 3.64sq.ft. i NEW CONSTR.'.OUTLET NON-RESIO BRANCH CIRC ITS @ 5.00 POWER APPARATUS e SINGLE OUTLET CSR. ) Ex. OCCUp\/ OUTLETS OR FIXTURES 20 76x1 Ex. Occup. OUTLETS (RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Nksc. Wiring -15.00 r Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 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 Cooling 9 rHood 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 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 0— - — Date Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHAwork permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee - Energy Inspection Fee- S- occ CONST TYPE TOTAL• -FEE° $' i HAZ 1 OFEES IMP I FLOOD I CDF I PARCEL PD HD ISSUE This permit is hereby issued under_the sions of the Butte County Code and/or indicated above for. which fees DIRECTOR OF'PUBL`IC<l By PERMIT'EXPIRES Datew applicable provi- resolutions to do have been paid. 1KS. Date.- • Receipt No. WNIT[•D. /: W., Y[L LOW•ASeC»011, PINK -INSPECTOR. coLa[u wee.�wol e�ur j ///g3 Ow n F r V rits ee*,"+. S;ee (L f ,oilerfti:f Aa,S P ex ;ret Y - �° r Aa�ciF r /a of T 4-o /J A& r tp G v� A �o f a�► PSS fees per aff4c4 d - PC- $,a K ere c 4.01 cabPC- ,I •;,may BUTTE COUNTY DEPARTMENT OF PUBLIC RKS . SPECIAL INSPECTION REPORT ' Owner: A. P. Address i ��� o./."t Utr►✓-2 long a 1,l" 7�?6,§ate of Inspection Tenant: Inspector Building Location: Type'of Inspection requested: 1. Housing " / /.,2. Financing / / 3. Change of Occupancy to �( 4. Other' (specify) Present use of buYlding: A. Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: -5. Hot and cold water to fixtures: 6.. Heating facilities: ` 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: ;11.. Connection to sewage disposal: 12.Connection to. water supply: s. 13. v Rubbish and.garbage,facilities:, a. 14. Comments. M B. Structural 1. Piers and."footings: ~` Floor construction: _ 3. Wall construct -ion on: 4. Ceiling and.roof construction: 5.' Fireplaces: ' 6. Comments: C. Electrical 1. Service and ground: 2. Receptacles: 3. 'Fusing: 4. Comments: 11 D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments: E. Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Comments: F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: _ 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1. Problem or violation (give complete description)y"bgtIrrD �ocPw©/7ioc� Z40 C -9N. -D - �57X%L DF 001`1` 16Y3,-, nim L QLD. IN Sc34�.F< -F " %t7?: 2. What action taken (give coqiplete description) : C-,Cq- Lo/'77;C 7D a *A,S ;ort, PKV i/�:c,, J eo _ Aoit'a4'A- 4� lii-MeX -A00W; 3. What action reco ended: - k 7L- t, -4W 814a446A A. Information only -6ie . D41 UfZ, 40A`N6 '-/d"" rp/�Oe t oCv B. Hold for ten days, then write !r Iter. C. Write letter. D. Other: A i - r t °' �� •.. ZxSane county I LAND OF NATURAL WEALTH AND BIEAUTY DEPARTMENT OF PUBLIC WORKS . 7 COUNTY CENTER DRIVE, OROVILLE CALIFORNIA 95965 °,'T'�'� �"., -• Telephone: (916) 534-4541 WILLIAM (Bill) CHEFF Director • ap�Sl �;�, 184 1400 Malotte RE: Building Permit 48 Edgema nt . Dr i:v8 A. P : "�k 96.-46,►20 . DrOv1l14:1, CA 9,5965 I - al9saY With reference to the above`subject, we have been advised by one of our building inspectors ithat 'you have not obtained the required permits .and inspections from this office for -the work you are doing as follows: I cousmottan a metal Dtaildir 'eta ya pyo ty ia"t at • 48 kofthe Drive,'1010villee. - Since permits and inspections are required by both State and County laws, please contact this office within -ten (10) days of the date of this letter, submit two (2) complete sets of plans, apply for the required permits, and pay the appropriate fees. , All work must stop until -you obtain these permits and are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Your cooperation.in resolving this matter would certainly be appreciated.. Should you have any questions concerning this matter, please contact this office.' Y¢Yourss very y truly, lula �Rtisl� Director of Public Works Original signed by J. F. Glander J.F. Glander JFG:aj Chief Building Inspector cc: Building Inspector'' Assessor NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings owner of the building to be constructed as a (please print) rr ll �7 n 07w r �%/ under ��� at 7(f z6�gZ;h OA17 J (bldg.permit no.) (location).. � 7 - hereby certify that I do not intend to heat or cool this building in such a manner as to.be subject to other than the mandatory sections.of the State Energy Requirements. I understand that if I do.heat.or cool this.building in the future, that'I , .will be subject to the energy requirements in effect at that time. I understand that if I change'the use or occupancy of this building in the ' future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary'to redesign and/or alter (1) the building envelope, (2) the insulation requirements of the heating, ventilating, -and air conditioning systems, (3) the heating, -ventilating, and air conditioning equipment,. (4) the service`water heating, and (5) the lighting of.the building to comply with the regulations., I'understand that any of the.above changes will require me to obtain the necessary permits, inspections,and approvals from the Butte County Building' Department. I n ' Signature of Building Owner Mailing Address Telephone No._��— T Mgt -Ak ge 7 Fd�� Inter-Departlem®randum TO:' Land Development Section, DPW FROM:...: Building Division, DPW SUBJECT:, Improvements and Storm Drainage Clearance DATE: May 3, 1984 We have recently received an application to construct a private garage & storage/ (use) backhoe,'grader & dump truck. by Leon Malotte (owner and/or"contractor) At- 48 Edgemont Drive, Oroville (location) A.P. No. 36-45-28 Permit Appin. No. 1347-84B3P,E and he has, been advised to contact your•section regarding requirements. `Would you please advise, by signing this memo, when you have cleared the improve - .. and storm drainage facilities for this project so we may 'issue the required permit.. F. Gland JFG:dd Chief Building Inspector T S L /¢6 .✓ s/ T� ARE i A'/Nine, .✓.4-L< �� Flodr cr . Improvements and drainage plans approved for construction. Improvements and drainage not required for construction. >S / / Other (specify)' r (signature) (date) No l�ie.4/.v/�tl cow of SUM GNp o �jovur ►� sm IjAy 3 1984 i Tr Infer-Departn�I emorandum 'U. To: - County Counsel FROM: Department of Public Worke z suei.ECT: Building Permit - AP #36-45-28 - DATE: May 28, 1985 t - With reference to the above subject, attalched are copies of correspondence sent to Leon. Malotte about a storage building he constructed without per- mits," inspections, and, approvals from this 'office. To date, we have had no reply. -Would you please send him a letter about obtaining: permit s. Notice - You have, written him previo'sly. Should you:have�any question concerning this,, please contact me, s Original signed by Or signed by F. Glander ,J.F. Glander JFG:am. Chief, Building* Inspector' Attachments CERTIFIED MAIL April 30, 1985 Leon a Malotte RE; Building Permit Application '48'EdPem-qnt'Dr., #1347-84 OroVille,, CA 95965 AP 436-45-28 Dear Mr.,Malotte: With 'refe're'nce to the above permit application,,,which expires May 2,.1985, we wrote you a letter dated March 25., 1985, stating we needed the required firewall details from your -engineer so thot,the permit can be idddedi. Since the building was constructed without permits and inspections from this office,. and since permits and inangp_tions.are required by both State and County lawaj unless you have submitted the requested details And made Arrangements for insped' tions within ten days of.the date of this letter# the matter will referred to the, proper authorities for appropriate action. 'Should you have -.any qu�ations concer:.ing this matterf*please contact this office - Yours very truly, J William Cheff Director of Public Works Original signei by J. F.-,Clander J.P. Glandet JFG:am Chief Building Inspector, cc: Building Insp4pttor OFoVille enc: Copy March 25, 1985, letter, ORO OAM DtVD. M ( sullwofNGW MIR m Pt—NO ROMLE. CA. 9596S SO (mel 533.9fta V4 IV e -l? - 40 0 f;-, oV i I -Lc, c As,. 12' CVO, i4T, 07 2 o z L L onO = 20 -1-*).S F' DEAD Lo t-,,� = 2 'PO P Vj i t.1p Lbtbr eop";-P- QRO"SS10 RQ�S /; e�P- FA 4 N CA P700-ri ri G = P o 2ZZ 1900 OVCSseolNq` 44 VS7eT 5510 LU LU- No. C29387 A� SS L) PA i -4-G 1-5o 0 L/` -r, T--!� a IN�z I ps F7/ r- r 068 - 84 IN INO su"I URVflINO n SUN[ CD M ' PL—NO D OROMI. C.S..VSVES F007 -/NG '/-� VE SZT1C/� L Z= 55►0 }boo 75g Sao A ss OPAL, Z FTC , i9od x0.33 z cl. C4.25C 3ov x 2 �3) - .1, 77' _ ?Z U5E 2 vare P700f22[` Depf%i ia�lo� Uroun Cl v,/ 3- �oQpO R S ✓E IZ I I C N --L �,`�P,�,�GHA LESS p„Rcq D 33D�eo� �,8 3 7 P. 0 -'1-99 9� 15 x 20. = I C9 Oct C,lSE 5AMIE Ft G AS C\-130L)E Q�p ESSIp/'✓ No. C29387 y ,. 01� CALIF ' iAND 0 ATUXAi YYEAiTH AwD B[AVTY ' PROOF OF SERVICE BY MAIL BU}UW|NGD0QS\ON DEPARTMENT" opDEVELOPMENT SERVICES . 7COUNTY opwrcnomws ' onnvu/E,c«uruxwmosyos'om7 TELEPHONE: /y1wsx8-rsm ' FAX: m1mom3-n4u ` November 5, 1990 , Leon L. and Miobaelee MalVtte - . 48 Dd8emout Drive ` Oroville, C& 95966 RE: . 28 Building Coda Violation A. 9 9 ' � . 48 8dgemout Drive,OroviIIe ' ' ` Dear Mr. and Mrs. Malotte: ^ . . This is a formal warning notice notifying.yoo that you are in v'olotlou of the -Butte County Code at tbeabove��refereuced location. ` . Failure* to, obtain the required permits, inspections and approvals from this office for construction of a commercial building in 'violation of the 1979 Uniform Building Code adopted by Section 26-1 of tbe Botte County Code as follows: ' /' ` `u,l Section 301(a)/�l ����o����� � ' . /b\ Section 305(a) Inspections Re«uir� . ` (c) Sectiou.305(d) Inspection Approval Required beforeUse or Occupancy ' The above violation(s) ob'II be corrected or abated by you by penalties w'au '—ttiu g three (3) complete seta of pIaoo� applying for t/* required permits, and paying the appropriate feeo, including, After pet issuance' and field authorization' to proceed' the work moat ' ` completed and approved by this office within the permit specified time. . This is your final Unless ' ������{L. oo you coutact this office and make the proper arrangements to correct or abate the violation(q) voluntarily, within ten (lO) days from the date of this letter, enforcement shall be pursued through, the issuance of a citation (ordering you to appear in courtl for ` said violation(s) and for faiIidD to comply with this warning letter. ' ` ' Upon conviction of saidviolation(o) or of failing to comply with this letter, the court shall impose peualti�o (fines) 'aud aNotice' ot Violation recorded o accor accordance shall be i d � �-/ni�b Bo��� County Code Section 41-7. The ' Notice of Violation shall include o description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to�oorrect or abate the , violatiou.�o\ ` . . . ` Letter to Leon L. and Michaelee Malotte RB: Building Code Violation A.P. #036-45-0-028 Page 2 November 5, 1996 Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in' this office at the address or telephone number listed above. S' cerely, MCV: dms'� Mic ael C. Vi.eira, C.B.O. Man ger, Building Inspection COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - 7 County Center Drive, Oroville, CA 95965 PHONE: 916-534-4541 Leon. & Michaelee Malotte 48 Ragemout Dr. Oroville, CA 95965 With reference -to the above subject: Attached is: DATE May 10. 1984 RE: Building Permit Application #1347.84 'A. P . , # 36-45.28 ` Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER ftneReated Bnerg; Statement X We need the following information: Permit application signed and completed where indicated with all copies returned. Fees'of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in tr pliccate Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including. Street and drainage improvement fipelf Land.Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico x_ 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise S Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement.-�, Should you have any questions concerning the above, please contact this office. ccs Ren Leohardt, C.B. 220 Grund Ave. Oroville, CA 95965 JFG/aj c.A. Yours very truly, W144 m cWt Acting D' ector of Public Works F. Glander Chief Building Inspector •. 77-711 Is Air. DESIGN CALCULATIONS .......�•g -. ..FOR ............................ OATE..3,16,� 4 . .......71.1....24... c. ......q.c!7AS..�... /V �......... ... ...... , GHK'D. ,,,, BUILDINGSYSTEMS................................................................................. JOB NO_.... . C.l. �! ............. SHT. NO..... ........... OF...X REV. .......... BUILDING DESCRIPTION TYPE K F WIDTH • 3�' LENGTHY 4 0 ' BAYS - .• C �J i EAVE HT:_ ROOF SLOPE • DESIGN LOADS 1l Pb -F -FpAMtr -.LIVE LOAD= Ail PSF DEAD LOAD= • WIND LOAD= �, � -P,t� PURLIN DESIGN. SPAN= LOAD= 22 PSF END BAYS USE K. B. S., 8 Z/ G ( ;L'4 �' c..� S f r: GhLc1 IPq,S Z-22 INT BAYS USE K.B.S. 8 Z -f L,rQS ) MAXIMUM ALLOWABLE SPACING=. . c GIRT DESIGN, SPAN= LOAD= 1 J PSF END BAYS USE K.B.S. OWABLE LOAD -1 A 33x' / to O P7F INT BAYS USE K.B.S. 8 T %6 (�� gas H) , ALLOWABLE LOAD— 33x `J $ — / 3 O - ' pT x, ALLOWABLE AVERAGE MAXIMUM SPACING= / 7�f�' FRAME ANALYSIS: THE ABOVE DATA AND LOADS VERE INPUT 'INTO COMPUTER. THE ANALYSIS AND DESIGN.FOLLOWS.THE FOLLOWING LOAD COMBINATI WERE USED: (1) DEAD + LIVE LOAD ' (2) DEAD + WIND LOAD FOR COMPUTER OUTPUT SEE PAGE TO 2-'2-_ ... 13Y ...... .... U.. t& .... ................................................................. OATE./�`/o �... .... .....f4*!nAC ......!-.?tPI. ....................... CHK'O ...................... BUILDING SYSTEMS .................................................. JOB NO_..AA.l.f.................. I SHT. NO.....r ........OF................ REV...... 0 G: 1 ............................................................... .... BY„ .. .................................................................... DATE. .! •�?� .... .. ...........2i9M..;.... PR, v Il ......................................... C"K' O..................... I Kir . ...............................................................' - BUILDING SYSTEMS......:............ JOB NO_...... 6c /4 SMT, N 0 ..... ...........OF................ REV..... so 7 -p- IF x S '6 N U,/2u R 9 h" �30.' o/o� DSS .................................................................................. By ..... ............ Ki7-1- BUILDINGSYSTEMS)a ................... z ............... .............. ...... ........................................................................ � I ........................................................................ CHK'O ...................... JOB................. IS14T. —No ........ . ....... OF ................ IREV...... DSS INK Q L+ 0 ................................................................................. BY.............. ........... ................................................................................. DATE..7 ................. .............................................. CHK'0 ...................... Kir b BUILDING SYSTEMS ......................................................................... JOBNO .... ............... SHt. NO .... . ........... OF ............... BILAC" I N P, DIMENSIOMAL SPECIFICATIOMS ¢UNITS FT—IN-16\ `' ODATUM 0— 0— 0\ MATEPIAL YIELD STRFSSES ¢"rIITS IN�HES,KIPS\ 1 z :TH J Y3` FLarar,ES: 50.0RO «ERS: 50.^00 4ISC.SHAPES: 36,000 PIPE C_OLUMMS: 36.000 -- .-5T :110 . ,��9n _ v,CHO-P RCL TS: 36.000 CUt.'CPETt COMPRESSIVE: 3.000 STIFFENFRS: 50,0110 + rr R CAL Y T I P R S S E E F � A P 7 y v o. r 7 k x k. k , .'. t f. Y _ 4 SACK rr!LUtAN FRAr+Ir'G SPErIFICATIONS ¢UNITS INCHES\ r s 31 11 -- r i �3 J ' .. Y ;. : D CLIPS t a,' GI:R',T,.CnrJMECT.,IO! S.,.ARE wF.LQE . - _ ( 0V4--N.s.IG'CJAL'SPEC..iF:LGATit? ARE:::= .[�EPTN .:•.. Y PACK rOLUr•+r,I r.TRT LOCATIPrJS rU TS: FT—Ir-1-16\ ** = FP REO. AT LUC, 2 ' :. F P P Er' * * ..., .. �. 14 is 6 7 PURLINS ARE BY FRA?AFD -77-777777 e .. P 8 N'ib M NSjnlJAL' SPEr'IF.IC ..T QE. TH r 01 ....:. .....>;.:. ... ..-.. .. H Ol E _ F T Off = PACK PAFTFR PI)PLTr' I.00A.TInr!S ni.1MITS: FT -IM -16 FPI)r-+ PEAKS ** = FB REN. AT LUC. ( 3 R , PEO. s _ 31 11 -- r i �3 J ' _ .'DESCPIPT.10 t -r.)EAP )AP ,A ME "I '0 D1�CRIPTICti. 0 3� ()I-L...L IVE. LOAD L MT NAVE UESCRIP1 lOr P05 PESCRIPTIOM = WIND LOAD ........ ... ... ....... !77 7777777 Cr2 0.75*(0L+!*.'LL) 75 0.T;l 21 IS l�'I Ci D L+ L L-1 2 INLL,) 0.25 75 1. 0 : 0. 0 0 0 Q: 00• + 75 09. 1-25:.'- 0 C07 0.75*(DL+LL+WLR/2) 0.75 I.00 !.25 0.75 #).no' 0.50 .. _ .... .. � � r �v-<.� r .c , rrc• Kir - ... ------"-- , x OPTIMIZE ALL (STIFFEr'EP,S ALLOWED) :.' .. _......., r., .EP.: '"NUr.BER : NUMB NUMBER rJUMBER STAF?T' STOPAw.}':r:STARLr':::'•.STOP. a F[. • (FT) SHAPES OFLG'." <:` I;FIG. .`. rrEBS ° "` JOINT J NT `MEMBER":" MEMBER . ". S 6 e 3 11 5 6 F[ FLANGE (FT) IN) V :10.557.3 ;4.0000•:. 0.1900 :. ' Y cv �,..r sr�k`� ;<•t+ r, �. SHIP SHAPE DEPTH INNER LENGTH WIDTH THICK WEB LENGTH THICK 'SCS. 9.510!? .'1.. 10.5573 .4.0000 0.1900 1 30,'5373`_04':1310aP' `...• LEFT rr.LUrnl = PRCc� SHIP.'.EN ::REL LENGTH. WIDTH THICK: 6-D'IA;' M-OIA. B -LEN. EDGE; NU T DlMEN 4• ? :�,: TQC N Fri n i sem, Ott Z=DIMEN .'.X-DIMEN +PINCH <GAGE"aWIUTHTHICK9 1 1 P 1[.4375 7.0010 1.3750 0.6250 0.A125 1 0.1900 4.3100 .. 4.0000 4.OV00 2 F °.'?75 6.0010 0.5010 n.7500 0.9125 2.0000 OC 1 0.1000 0.0000 2.5000 3.5000 3.000 0.0000 0.0000 IC C >.. .. .. v. a sa.<o,:.:1Y::.<„ .,fs " T S c.<� 3r. < S '•� (::�f ,>,.L' <•Y .7 k � a• is >Sr�y'�Y4'n.a `� r .e rii^v'a�u`'''�•+i.�.�« #� t s L 61 ( .• 4 I r r% %,Marvffav a - OPTIPII7E ALL (STIFFEMEPS AUVIIEC) 6 SNIP: .,,LEFlGTH.' NUPIREP NU��PER NUMBER NUMBER ? START STOP "' START .STOP :'PG.''' '.(FT) SHAPES O.FLC,. :I.FLG. WEBS JOINT JOINT MEMBEit""' NEHBER +' :»`s,; t a:"':' 0 PC :`f L-ANGE .(FT) (lei) CIN) �x. ,.,w....,,..,.,... .. 1 ..:... ,.15.000 s ,,. ........,:. >.. >. 4..0000 .: 0 1 00 ' ,. •. 6 7 e SHIP SHAPE DEPTH INNEP LENGTH WIDTH THICK WEB LENGTH THICK .":_:. "'4. " _':::. '. P 8.5000. -. .rr , 1. «;. .'>, `:.:' �S 'r'•x- 8.2292. 4.0000 0..1900:: yY :' t}':rs•9•' :1 :<';8 9792::,>'.01310 <... ', ..:.8.500. 1.'•''.. '`':RSy F 2 >: 5.9583 '"'..4.0090 0:'1900.2 6:0208 .0.1310" , LEFT-PAFTFR = CHSr♦P•SV\ i f.•. , , _ ... r . r .. :....... . - PC p ME (IM (IPS) (Iei) (IN) (Ira) (IN) COUE ROWS (IN) (IN) (IN) (IN) ('N) (IN) (IN) 1 1 F 4.9375 6.00^0 0.50M^ 0.7500 4.A125 2.0000 VC 1 0.0000 0.0000 2.5000 3.5000 3.()U00 0.0000 0.0000 10.5625 6.0010 0.4375 0.7500 0. 8125 1.8750 08 1. 70.0000 .0.0000 2 50 0:. Kg, : ,...... 1 1.0000 0.0000 1.5000 3.5000 3.p000 0;060'0 :?.OY0000 I81 (.0000 0.0000 1.5000 3.5000 3.p000 0'0000 :00.00 6' _ HA!INCH ENO PLATE LEF•GTH 7.6?50 WIDTH x.0000 THICKNESS : 0.1900 "•:' . �.1�e'>t>(•r..:r, `'� „ .. ... ,.-, ..):.:>-.,.. .. ..,w,. .. .«;... <... �& <.. .?... .:.. .. �� r. . .r"' s,:.u.: :'4: ��,).:?ed. . i' •v :3,.d �, g - � ,. •.-•+ .x}r4s. ., ., xy, :> •. ,rr ._ ... .. ., .. :?�'r A:o .4 SHIP Pr I STFFNP 1 a 0.724n FT. LENGTH 8.5000 WIDTH 1.7500 THICKNESS : 0.3125 SIDE* : 2 „ r DEFLECT•IONS :s s HOPIZONTAL - POSITIVE TU RIGHT s VERTICAL — POSITIVE UPWARDS k: dN" < 0 UESCRIPTIpN INCHES INCHES DEGREES 1. DEAD 4 .LIVE PEAK.' 0:000 -1.727. ': 0.000_ u• DEA.D .+ LIVE RIGHT f4NEE x C' Q�. £:. a•3 $38 zi�c.i:-0.009;q�. 0.413 2 0.75*(DL+WLL) LEFT KNEE 1.615 0.003 0.304 2 ^.75*(DL+WLL) PEAK 1.582 0.414 -0.197 . 0.75*(nL+wLa) LEFT'KNEE 1 5480.001. .9 • -0 50 3 11.75*(OL+WLR) RIGHT KNEE —1.615 0.003 —0.304 3: 4 0.75*(nL+LL/2+wLL) .:•-PEAK :,: ::'; .:: I:582 -0.134. -0.f97.• 4 n.75*(DL+LL/2+WLL);''•`RIGHT.KNEE.': :.1.592 -0.002 f fi°:.:'0.378 .,�� 5 ^.75*(PL+LL/2+MLP) LEFT KNEE -1.592 -0.002 -0378 5 C.75*(DL+LL/2+WLR) PEAK -1.582 -0.134 = 0..197 6 x•75*(CL+LL+ALL/2) LEFT KNEE 0.712 -0.004 0.436`. • -- 6 1.75*(^L+LL+wLL/2) .,go RIGHT KNEE 0.86`0 —0.006 •0.029 ..— ... .twic ' .>..Y:.°. ,` ..., i:,.;.77.^,'"..D, .'77.;. 55.+R, �" ((ODLL+LI+LR/2),.s.;.• .PEAK•.... R --00.90081,,'s+0.4098 h j,.<:te�. •w?k x.......Vi 04+L..RIGHT :KNEEy 2 u;,u-' t r a * .PASE.REACTIONS +r s HOPIZOPTAL — POSITIVE TU RIGHT 5 VERTICAL — POSITIVE UPWARDS 7 — — 0 OESCRTPTION KIPS KIPS KIP -FT .. ... _. , Ljyt ..,... , r .. c 4 .... .. ...,.,,.:.....:: ...e^.....:;'`• ?1 DEAD LTVE. �,. Lt 1. LULz RIGHT,Cn L.' -1.858y' r r r £ € 0,.000 3 T>...: .:> .e ::... :: F:.2 ,.q .: `t�,4 ,... '::.. ... 3. '..: ::, :. ., ':. r. �. a. Y i£:.: W>� ,,'�^t{..�s u.d,.. +r: a:r s i:s••' ':, ':�. ,. T :>n. � .�^.., .. . ...... ,�k. -..:>a ... .,.. h..> ,>. A. ..a°'t y� ,r,�y �> e� naw a �.:a'3�' xr - i�, f.�:�°z."F< Y'r��h. " • 4 ff���� �C,,, 4, k 9 7 2 0.75*(nL+WLL) RIGHT COL. —0.744 •-0.350 0.000 e :.x.::1 a.4"' i 3� 1.-i.> -�. • `7:.r ,• L6 £ 4'>�F�.';�?. w:>, R: 1.7,2I T :> :. , 0"OOL;C OO.ak,'� ;.,. ..... ..'.� .. a a x.75* (f?L+LL/2+bLl) RIGHT COL • —1.334 1.366 .0.000 5'075* nL+LL/2+WLP. 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SHEAR SHEAV CSI CSI SHEAR SHEAR OUT FLANGE T' NES INN FLANGE TOTAL rvlr'T OIST r0r+8 CoT Imll 1.10-1 1.10-2 OUT INPI 1.10-1 1.10-2 NIDTH- THICK DEPTH THICK 010TH THICK AREA 6 1,,.:� 4w00 CQ,1•z, 2:..,0:0 97: i 0.000. 0 42•.':..0 .1 2z:;; ... 4. p 0.9.T ' ' 00.0 0:0 .0.1900. a.,9.:0.159.0.0 f2.T6�,. 4.< ::::.'..: � t." .:.. ,. ,<z,..0 • 2 K. >(:' 0.924 ..0.• 0?.4 0.090 0.000 .1. t«< X Q'Y:.Q Q24 ✓". •/ Q9Q iQQQ.:`}:: nx �.,r•'. v. �SA,F"'....<`. 0.02 • ,,0 :'fin ,.�,.. 6 u-•_, C^4 P•003 •Una 0.9^3 • C.O50 0.010 0.003 0.003 n.059 0.000 C^.•5 0.037 0.037 9.070 0.090 0.037 0.037 0.070 0.000 : ' > .:.>... ..,� .. �,....;.. <.007 0.071 0.092 .0.042 0.1322 o.uvjv u.vri 0:086. 0:000;'`0:092 ; 0.042•, 0:086 :000.: �4q....::=�": ' �`r;•:i ' .:<�,>r.,:;•�z.,,. .'tom �,....,:... >. 058. 0' 333 0.97._.< 0 000 ' 10.'055::.>0:333;.::.:0.:09T .p 000 4..0:_0.1900 x9.504, 0 3 07'.r`•,4..Oa 1„10' s itcs'.:. ..:.0 003 0.084 0.088 0.039 0.000 0.084 0.088 0.039 0.000 C04 0.134 0.125 0.059 0.0^0 0.134 0.125 0.059 0.000 e a <. .,.. ice.-. ..... n C. 6 • 02 b''^ • 0 113 0 10M1 0.022 • ::.:� 0.000.0.02 ..;:.. 6 0 113,. 1p• 0.022 0 ...0 007...0.085'' 0.261. ^.056' 0.000: .. 0:085.; 0.261 0:086 0.000 Cr2 ^.n^? 9.3,,5 -0.OQ^ 0.0^0 0.470 0.305 0.090 0.000 013 ^.164 0.176 0.03Q 0.0f)0 0.164 0.176 0.039 0.000 .LAOS x.25?'Y 0:331 7 . 0.0 0 ' 0 00.-'b� 5 A's, O'..Q7.O.<. •000 .2. 2. s_e ,,y�, £•'.'�'�:;�.;•>.:`•:.�< , .< � : .0 0:311:.: 0,,, (<ws. 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IT) O 3/8' Strut nutsSoiar P L1YC,( U 4 -E _ Solar module frame !— �. M - Extruded rail +, C3). -7/8' Strut' Zalvanized' Channel nut IY 0'00 L Lj, 1 5/8' B -Line Beam s .. 7/8' Strut ' . - 1 5/8' Strut •Galvanized �;/�tPrprnfi,a8 _.. _ .. ry 1' Nipple 2' Couplings - -2' Roof .Jack _ Flash.- asseribly �-+Flashimg N. _ - - 1/2G x 4' Lags Typical -Roofing plywood p,,` ''�tt AX . ' -S" Power _ • ' - -RdT ter Geothermal Energy 125 Larkspur St. Unit 117 . San Rafael, CA 94901 -413-459-4201 - - - S.tr_'Uct _ar-a.l •-Mcu.ntan� CA Lic. #759086 `. Mounting • - - airy Malotte 2.4 kV UT - • • - --Dro .8p ' NTY Cralg Stager (415) 740-009- f Gu Y _ BUILDING DEPARTMENT 30 DEC 02 V E scare NTS Sheet,.3 of 4 r 2A 'kW 'P-hotovottac Syst•eM - 2.4 kW System witb 24 total modules 12 Volt DC each connected in series. + Cutler Hammer Arra frame Grounded with #8 y _ Won-Fusabte•Lockable .3&..2 4xAe.30&MP._LUVott DH261URK + - 1-#8 ground PV to Frame Bond 1-#10"Ground bond - ` DC SMA ' (24) Photovoltaic Modules Disc `„bo"d 2.5kW . 010 RHW-2 Sunny' 'Boy - Flex ■/#10RHW 240 VAC _ . - - - UL#E210376 s C ,•p CL h • 0 .• nuv� arrvx.r - PC;- 8/3 Tech 90 'A -C .a _ IIlst • • , - - - 1-#10 Ground bond . a y Cutler Hammer Non-F.usable Lockable Warning!,Flectrical Shock Hazard. D.o. - _ 31? 23poBe 100AMP 240Volt Not Touch Terminals on Both Line - ,a and Load Sides. May be Energized Main House Grounding System .. BUTTE COUNTY S i N G+E .E . EINE BUILDING DEP ATI LENT APPRnV':D Z � Q d U S J. 3 (0/��� -p��� . _E:1 0) 1 Q LO J O /iJ_ E, — • {) ^ ZL �J_) -5 �- + Li 7 11•�W.>o. D — O M 0Y d00•Lt 40- 2: '�4.-0.. Sun Power •» -Qeaffierma .E—gy 125 Larkspur St. Unit 117 San Rafael, CA'94901 415459-4201 CA Liz. 059086 Dmv[nq Type, , "Single Line Job+ Malotte 2.4 kW UT Dm. By. , - Hkhaet Clark •(-I45) X59 -4a .. Date, .3D _DEX D2 scale' NTS sheeti 4 'of 4