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HomeMy WebLinkAbout068-130-13468=13-134 92-624 ROCCHI, Steven 66 Palermo Dr, Oroville Is"43 (elec/,,ell&tennis ct) CONTR Mike Evans 068-130-134 PERMIT#94-1444 ROCCHI, Steven 66 Palermo Dr., Oroville,� /I Cont; Oro -Steel Inc. New Pool/Bath House 068-130-134 00-1417B,P,E,M STEVE ROCCHI 66 PALERMO DR., OROVILLE CONT: BETTER BUILDERS NEW SINGLE FAMILY / p0 'd / 068-130-134 01-0507 ROCCHI, STEVE & BARBARA 66 PALERMO RD. OROVILLE CONT: ADONIS POOLS NEW POOL 068-130-134 06-0429 ROCCHI, STEVE 66 PALERMO RD, OROVILLE CONT: SUNPOWER & GEOTHEtRMA PHOTOVOLATIC SOLAR II i 3L4 i w r c Butte County Department of Development Services. ems' Te aaEn N O T E S 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 unvnv.buttecoimtyneUdds APN: RESIDENTIAL Permit No - Owner. 068-130-134 06-0429 ROCCHI, STEVE Site Address: _ 66 PALERMO RD, OROVILLE CONT: SUNPOWER & GEOTHERMA Contractor. - PHOTOVOLATIC SOLAR Type of Permit: - - - - SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB=STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINAL SIGNATURE: CHECKED BY a APN: RESIDENTIAL Permit No - Owner. 068-130-134 06-0429 ROCCHI, STEVE Site Address: _ 66 PALERMO RD, OROVILLE CONT: SUNPOWER & GEOTHERMA Contractor. - PHOTOVOLATIC SOLAR Type of Permit: - - - - SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB=STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINAL SIGNATURE: CHECKED BY = OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION Li SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FalUC/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . NatE] or LPQ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers -Breakers -CImcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation Q 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers DATE D E C K S'C O V E R S`C A R P O R T S `GARAGE S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils -Sz-DpthSpacing-CnnctrsStee I 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills -An chrs-Stu ds-Rftrs-Trusses 9 Siding; Nailing-VeneerStucco-Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -tandings 12 Braced Wall pnls a` °'e °� o'• o` DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bo7xes-Enclsrs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide a` Is o` Pool Drawing r i •=OK Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage-, Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test First flr-Tub Acc 5 Stemwalls Main; Steel -Blockouts -Wrapped 57 Test Tub & Shwr, 2nd flr - Tub. Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler-, Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test °' ° °'• v` 1j Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE MECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air RtmfVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic c e mac` DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx: Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Cirnc-Hearth 28 Garage Fire Prtctn Framing -RC Cliannel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-UndrfIr Acc Mach Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls B3 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters Oyes ❑No o''• m °'• �s 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-DIrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Trnsfrmr CImc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous lnspctns 44 Eqp Grnd made up w/Mach Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl • 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz 93 ❑ CU or DAL 98 Address Posted AC Wire Sz ga ❑CU or[_1AL 99 Fire Sprinkler 48 Range Circ 9a QCU or MAL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral E]Yes ❑No °:• a`� °,• o` 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp CImcs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) . BP060429 OFFICE #: (530) 538-7541 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/05/2006 APN: 068-130-134-000 the Business and Professions Code, and my license is in full force and effect. License Class: l� GID- GHlo License Number: ?5�0�� Site Address: 66 PALERMO DR ORO Date: ql- 0 Contractor:�PG� :56( yte Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: GROUND MOUNT PHOTOVOLTAIC SYSTEM Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: ROCCHI STEVEN A & BARBARA A to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 66 PALERMO DR 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 95966-9240 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: SUN POWER & GEOTHERMAL ENERGY such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 863 EAST SAN FRANCISCO BLVD proving that he or she did not build or improve for the purpose of sale.). SUITE A 94901 ❑ I, as owner of the property, am exclusively contracting with 530-533-5988 licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: SUN POWER & GEOTHERMAL ENERGY ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: 863 EAST SAN FRANCISCO BLVD SUITE A 94901 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 530-533-5988 ❑ 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 License #: 759086 is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carrier:I�cUU� i7 Policy #: Z5 !3 (0 I ❑ I certify that in the performance of the work for which this permit is to otal Square Ft: 0 S. F. i issued, I shall not employ any person in any manner so as become subject to the workers' compensation laws of California, Valuation: $0.00 and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: �� Applicant: WARNING: allure to secure workers' ompensation coverage is 1 unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permiissued der the a pllcable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluti s to dd oak indica ed abov or which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) BY:� Date: Name: PERMIT EXPIRES ON: qs� Address: (D e) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document 0 ounty. I hereby authorize repr2sentatives of Butte County enter upon the above mentioned property for inspection purposes. /toy Print Name: lei /C,L444✓{y-,S Signature: S I� t, 6 Date: l ? ❑ Owner ❑ Contractor ❑ Agent for Owner ,gent for Contractor B. C. Building Permit 01-16-04 pg 1 NOTES i -b o j f r RESI6ENT1AL 068-13-0=i93 % 3 T 00-1417 PERMIT NO. _ %��HI,STEPALERMO DR., OROVILLE CONTR: BETTER BUILDERS NEW SINGLE FAMILY Z)v r - F t J' JOB FINALED (Date �v 3 Signature 1 V= OK 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location-Test=Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Carports; Windows -Doors 7. Electric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date , MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricitv: MH Test -Crossovers -Breakers -Clearances .5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors 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 6-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghlg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .'= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL,(; Date U n c1_9 rfloor (Plans) OK except #'s 1. r Z ng•Setbacks- Ease ments-Flood -Slope 14. �ain; Soils-Elec. Grnd.-/ r Ftg. Depth 6'Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth LA­rt—g., Porches & Decks; Soils -Steel-/ r Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts•Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors Date Slab, Steel -Wrapped 8. Pi s -Fireplace Ftg.-Steel D. W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date ^ Card B-1 Date Card B-1 Date _< Z 0 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ACET Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled L28rd mex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water LET -2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Ungle & Duplex) Date FRAMING (Continued) qa4�Hangers-Post Caps -Anchors -Connectors . ling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. e fes or'Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing ,.5 ro tAgrtine Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Zts4'Stajp;.,Width-Headroom-Rise- Run- Lending- Fire Protection IW—Plywood on Roof Overhang -Attic Vents -Rafter Outriggers er Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access r— Gla ' ea -Glass Protection -Skylights -Plastic 5 Shear Walls; Nailing -Bolts r 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date 112_yl,14 Card B-1 Date Card B-1 Date,e72.:4 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s E t. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection Bedroom Exiting tW'gF.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 79. Ejf&pfaee-orSt��e, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. K' ixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection L14—insulation-Foarn-Looked in Attic Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive ❑ Yes o/Walks Q YesZ46/Planters 0 Yes ZAkr /A2!S cco Brown -Finish ke—A.-C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Tri_m, G.F.I. Receptacle -Underground Ventilation roughout House LW-5104'15,_.tection orrections from Previous Inspections �_ t -Meters Tagged, Gas -Electric Water ewer Connected -C/O to Grade -HD Approval _ ' gy Compliance Certificate -Other Certificates ¢/ ddress Posted 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: 30. Range Circle/ / ga Cu or AI.Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No 31. S vice -Riser Conductors & Ground Main Disconnect uip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light 344moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MFCHANICAL (Permit) OK except #'s . A.C. Ducts Insulation & Support 138'Vent Fan, Exhaust above insulation . Condensate Drain & Overflow, Size & Grade Fur ace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 41 Walls Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45 Headers & Beams -Size & Bearing Ungle & Duplex) Date FRAMING (Continued) qa4�Hangers-Post Caps -Anchors -Connectors . ling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. e fes or'Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing ,.5 ro tAgrtine Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Zts4'Stajp;.,Width-Headroom-Rise- Run- Lending- Fire Protection IW—Plywood on Roof Overhang -Attic Vents -Rafter Outriggers er Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access r— Gla ' ea -Glass Protection -Skylights -Plastic 5 Shear Walls; Nailing -Bolts r 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date 112_yl,14 Card B-1 Date Card B-1 Date,e72.:4 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s E t. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection Bedroom Exiting tW'gF.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 79. Ejf&pfaee-orSt��e, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. K' ixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection L14—insulation-Foarn-Looked in Attic Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive ❑ Yes o/Walks Q YesZ46/Planters 0 Yes ZAkr /A2!S cco Brown -Finish ke—A.-C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Tri_m, G.F.I. Receptacle -Underground Ventilation roughout House LW-5104'15,_.tection orrections from Previous Inspections �_ t -Meters Tagged, Gas -Electric Water ewer Connected -C/O to Grade -HD Approval _ ' gy Compliance Certificate -Other Certificates ¢/ ddress Posted 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: Roberts Consulting Engineering 3060 Thorntree Dr. #10 • Chico, CA 95973 • (530) 894-8833 E-mail: cj@r-c-e.com 8L Website: http://www.r-c-e.com Mr. Michael Vieira, CBO Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7541 RE: Rocchi Res. 35 Plumas Dr. Oroville, CA Dear Mr. Vieira, We are writing this letter at the request of John Star, a building contractor, to inform you and the inspector of a few changes that have been made to the plans for the project listed above. On beam and three posts and footings in the garage are not need due to the bearing layout of the trusses. The contractor wishes to also substitute the 8 of the CB66 post bases found on the foundation plan with Simpson ABU66 post bases. The truss layout is configured such that the beam located in the middle of the garage does not carry any load. The trusses span from the front to the back of the garage and this is not a bearing . line. The beam and three footings and post may be omitted from the plans. The contractor wishes to use Simpson ABU66 post base in lue of the CB66 seen on plans. There are 8 locations that this switch will be made. Three are by the staircase and five are in the garage/laundry room area. After review of the application of the post bases,.we feel that this is a sufficient connection. The contractor should install a 5/8" diameter all -thread 12" into concrete with Simpson SET Epoxy and attach the ABU66 to the post. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. OF CAVI Charles J. Robert -s, PE CERilFICATE OF y�\.,\)TE OF T14%9 ? 0, 33 z A CA, �n W _ti I O ZCONFORMANCE /HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Struc ral Gl8ad' Laminated Timber, anis that" such manufacture has been at our plant in taiSS ome, , which plant has a quality control system approved by the Inspection Bureau of the -AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. . .1 The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. Joe NAME: Keller Lumber Sales for Stock J08 LOCATION: Redding, CA. CUSTOMER'S ORDER NO. F0 016748 DATE I2 -I4-87 MFGR'S ORDER NO. 3264^A 24F -V4, WP Glue, Ind. App., Load -Wrap SIGNATURE-IA'1,0L+�i /��X COMPANY American Laminators, �LLn$tors, Inc TITLE Quality Control/gyp :i; ADDRESS . POB 99, SwiSShO[08', t 12-2Z-$7 DATE: AI TC HEREB Y CERTIFIES that the said company at it�i plapt,is licensed by the AMERICAN INSTITUTE,OF TIMER CpNSTRUCTION to us. etlie'AITC:Coll.eti,$ IVlark I.respect of products which comply with applicable: provisions of sajd. Standard; that the adequacy: of tA. he; quality control system .in effectat said plarit is periodically inspected an.d yerifled .by the Inspection Bureau of the AMERICAN.. INSTITUTE' OF' TIMBER CONSfi RUCTtOIV; and 'that.. in thQj;ytl Ment of AITC, said company is capable of complying;with applicable manufacturing and testing provisions of.said Standard in respect of products manufactured at said plant. Conformance with the.Standard,in respect of any specific or particular product is the sole responsibility of the manufacturer, AITC's guarantee hereunder being that the said company is qualified to produce a product hieexirig the said: Standard and that its plant is periodically inspected-and'verified-by the AITC l:nspection Bureau. AITC Certificate No. 11, 330 ! 2. A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 0 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 66 Palermo Oroville Number and 5treetitv Butte ltnt)c S iv[sion Lot NumbQr DESCRIPTION OF INSTALLATION 1. ROOF Signature, Date Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2_ CEILING Batt or Blanket Type Fiberglass BattsBrand Name Johns Manville Thickness (inches) 12.25 Thermal Resistance (R -Value) R-38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. Ib. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Maflv�lle Thickness (inches) 6.5 Thermal Resistance (R -Value) R-19 4. RAISED FLOOR Material Fiberglass Batts Brand Name _ Johns Manville Thickness (inches) Thermal Resistance (R -Value) 5. SLAB FLOOR / PERIMETER Material Brand Name Thickness Thermal Resistance (R -Value) _ Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R -Value) _. DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy EfficienStandards for residential buildings (Title 24, Part 6, California Code of Regulations) as indied on the Certificate of -compliance, where applicable. C.L.#499150 �� O (Q �f LOERKE INSULATION CO., INC. Item #s Signa ure, Date Installing Su contractor (Co. Name Or General Contractor (Co. Name) Or Owner tTtemffs- ignature, ate Instal inu contractor Co.Name) Or Co General ntractor (Co. ame) Or Owner Item ffs— Signature, Date Installing Subcont (ctor- (Co. Name) Or General Contractor Co.Name) Or Owner T ' d 09S8 T 68065 dL�, : eo To 90 2nd COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV N $ 7 County Center Drive • Oroville=,Califorr)ia 959-65 • Telephone (5 8- 41e PE I o. (Rev. 12/96) APPLICAT40N AND PERMIT ASSESSOR PARCEL NUMBER 068-130-W ZONING BUILDING PERMIT OWNER STEVE ROCCHI TELEPHONE SO. FT. OCC. BUILDING VALUATION 3779 R 917,829-00 OWNERS MAILING ADDRESS 1156 11 20,808-00 CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE - 2189 C 30,966 -no CONT ORS MAILING APQRESS Ii£./a 1V1 CONSTRUCTIZOM LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 2 0.0 0 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ B ILDING ADDR S0 Energy Plan Checking Fee $ PERMIT FEE $ 9101; AS LO O. SUBDNISION'SNLIME PARCEL MAP 121-81 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 . 00 TYPE OF WORK New ❑XAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 5 BEDROOM SF Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S 206.00 ELECTRICAL PERMIT Fling Fee 20.00 800V OR LESS 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 is in V force and effect.PSINGL 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: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' cc cc pensation, as provided for by section 3700 of the Labor Code, for the erformance 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 Main Service 200A TO 1000A 46.00 6.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDs. SO 3.50FT: 172.60. NE CONS MULTI.OUTLET Qa 7,50 a OLRLET CIR.OWER APPARATUS E EX. (7CCU OUTLET OR FIXTURES B20 @ 1:00 Ex. Occup.OUTLEDTS RFIXESID.OFFA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 238.60 MECHANICAL PERMIT Fling Fee 20.00 Heating 2 120.00 0.00 Cooling 2 25.00 50.00 Hood 6.50 6,50 Ventilation 2 4.5 19.00 PERMIT FEE $ 125 50 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' 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 c ply 'th those pro ' ' ns. _ X Z_ - • _ Date e �� Signature of Applicant - ❑ Owner ctor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE TOTAL FEE $ 2 HAz. D. FEES IMP FLOOD X CDF PARCEL X pD X HD ISS This permit is hereby issued under of the Butte County Code and/or ind' at o e f r ewhich fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. �.,9 Date .lis vv Z IDate Receipt No. Z &J)*=2811.55 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .. ... v. "::r�;�w ,�. $,:= -. •-•�::�'�`�=-�::.•::...-«;..SFr t�'..I �'.fiti•�"..'i.''�.4.`�'._. °' ``j�O(,, ,^�, i COUNTY,OF BUTTE - DEPARTMENAOF E j LOPMENT SERVICES- BUILDING D ION 7 COUNTY CENTER DRIVE - O�IZOIL�t ORNIl 95965 - TELEPHONE 30) 53 41 PERMIT APPLICATION DATA SHEET OWNER: S 'r -E d 20 CC FJ ASSESSOR PARCEL NUMBER: O6 S - 13 - I-3-2 Proposed Building Use: S Fb Building Inspector: Date: ts At time of permit application, I was advised the following data must be submitted prior to pemiit processing and/or issuance: -------- Date Received By ❑ 1. All items have been submitted.----- -------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ -- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------"------- ❑ ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- gineered truss details and layout in duplicate (required prior to plan review) No faxes! ---- A'------------ — —Q Q (i1 IP nergy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ 1�09Ianufactured.Home data and installation instructions including Tie Down Specifications.------------------ U10. es of $ ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule.--------- ---------- --- --- -----------------------------lifornia Department of Forestry plan approval/fees. ----- -- -—---------- 11t13. Flood elevation certificate.-------------------------------------------------------------------- ----------------- /4. Sanitation and plot plan approval (7 Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval frorq the City of Biggs. ---------------------------------------------- jEnPlang approvalfor (A) Use: .. (B) Parking: -------------------------- �,—�i 'Cntact Land Developmentaboutrovements, ❑Drainage, egal Parcel.-----------------------croachment Permit f or driveway (constructionn approval prior to occupancy). ---------------------------- i ❑20. Pre -inspection for required Request to Building Inspector on r (Date) 021. Contractor's license information. (Number, Name Style, Classification). X2. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 4. Letter of signature authorization. -------------------------------------------------------------------------------- G 5 . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- % Q &Z ❑ 26. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑433 A, ❑Grant Deed, ❑ M.H. Title ❑ Checvj-A,& H.C.D $ --------------- 0. Other: en you issue theermit, process asfo ' s ❑ Mao owner, ❑MJK ail to contractor. elephone 58 — 67 y and hoy for pickup at 0 IZO office. Deliver with inspector. Applicant: Date: o ��Z/lJ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Dep the : D 1. Index permit application for the above items numbe e 13 Plan Check List f -2. Additional items required: Contractor, designer, owner, was advised of the above required datd bytPphone, ❑ ma %' o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D vision counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil g ivision counter, by D te: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. -Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to S.D. / Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well Clearance fcObP dwelling. Other nc; Hold final for: Final clearance O.K. for: NOTE: Environmental Health Speciatfist Date COUNTY,OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER ST�(L li f -60-C A.P. # (3o - /J PROPOSED BUILDING USE S F D DATE 6 -e I 00 RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) SO_3- SHERIFF FEES (paid at Building Division) Residential ........ I x $360.00 = $ ,36 0, 40 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) /,yam/ 7. SRA FIRE INSPECTIONI AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # �% ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER F 2 71rq ((/ z ( -oo At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 c0100-0027343 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:07PM 17 -Jul -2000 REC FEE 7.00 CONFORM .00 PENALTY 3.00 Fay Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, rlo-u-1, , sprayi_ng, prur in-& and harvesting which occasionally generate dust smoke, noise, and odor. Butte County has established 1 a - agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: (o6 Pahrmo &i UL o rm li l l e X, Qp5q oO ,qp /VO 1V No ` PARCEL 3, AS SHOUN GN THAT CERTAIN PARCEL NAP, RECORDED IN THE CF'F'IG)♦, CIF THE RECCR.DER. OF' THE COUNT)" CF BTiTT F, S TAiE OF C4.L•IFUNIf.,. CIN FEBRUARY 28, 1991, IN E(;CY\ 121 of VIAF'S, AT PAGR(S; 81 ANr! 82. Date '7! 9—O(D PROPERTY OWNERS: State of Cala is County of LH6-1, On J U / personally appeared A . - O(eh 1, known49-me (or proved to me on the basis of satisfactory evidence) to be the person(4) whose name(Q is/arse subscribed to the within instrument and acknowledged to me that -he/she/they executed the same in -his/her/their authorized capacity(ko, and that by Iris/her/their signature(*) on the instrument, the person(4) or the entity upon behalf of which the person acted, executed the instrument. WITNESS myhand and o ficial seal U LORINDA M. SPENCER COMM. # 1256094 Signatu Seal: ( NOTARY PUBLIC•CALIFORNIAG) 5 BUTTE COUNTY n COMM. EXP. MARCH 10, 2004'' A.P. #0 --I -1 ,.`v � � ..ti-.,..,..T..--� rv, ..ww �r .. 'w•' y � ... .. `�«,,,t• ..vrw-.._ _.r, ,, .a„, -i:G �,., •.✓s^...v's..!'�` . ^ri{,:.... �1.,:.,'.-"a � _ ..rr� ..-. ,. .s.t BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District � V I �� Building Department No. A.P. Number �_� ri fiction: City County Property Owner 0A Property Location/Address ' �%,� r �(. '� (7" " Subdivision Lot No. .................................................................................................................. q 9 Residential Development �1� S Foota e3 No o Living Mobile Home AdddioN *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): ................................................................................................................... rial r New Adgitior Representative (rioor rians reviewea ov acnooi uistnct Sq. Footage (Including Exterior Ro6fed Areas) �a1114 Date District Identification No. School District certifies that 1 (Applicant) (Street Address) (Phone Number) roa-tnj 0 c ( q 51- (City)! y (State) (Zip Code) r has complied with the requirements of Resolution No. `? �— bo - �by payment of $ / y 7-3,? 7S— representing 75 square feet. AB 2926 $ FULL MITIGATION $ JW u SchooPbistrict Representative %/ Date Paid by Check # Remarks: 11-35" Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm STRUCTURAL CALCULATIONS + RCE Job #99.079 for Better Builders Construction, Inc. Rocchi Residence 35 Plumas DR Oroville, CA Calculation Index: Page # • Top Plate Analysis 1 -4 • Top Plate Detail 5 Rev. 0 8/28/01 Initial Issue These Calculations have been prepared for plans drawn Better Builders Construction, Inc. and RCE for the above indicated property. The results of the calculations have been incorporated on said plans. 12.cv,- 00-/47� bUTTE 'COUNT4 PPRO CIVIL — STRUCTURAL EENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 - Fax: (530) 894-8882 fax c*Pr-c-e.com - http://www.r-c-e.com I �e-occ 41 f;ZFs 2cc J tDGE Ga Flo D •G. GZ A` ,i A Az ((y - (4,o5�do��,�0,0 A = 0 , "S2 if 4 n4 -L C G1 I , ZZb I"., ;YT ,fie ADP N�1/J 1 14> GIG- D� LPCy�, z Pk C, -,e 33�, =D vliln = 25 1- ' ,r 2,44 FCa) P- > 3Co�O ,fie ADP N�1/J 1 14> GIG- D� LPCy�, z Pk C, -,e i . iae s 0 4 (�EUL NE -w w r - of - Eocf-, v-oP-• -revs s 1. P zs V,,zs 8,, rel o rel j ti A L- 5 E C-1 ,O PA 5T2t.t4 C-,-nl r : �� F, o.54s;.,3 (�3 ��,� _� SNI,, - `7-t' �•;r Wla = l e . co`1 k •. - L1NT e 2Q L- B U L 1e --L- t N C <T rZE N c-it'HI �' 2q Soo ks; 202.3 �. Y 2 ro : 2.44 k = 11300 ro �eY ct (,z.4o4)(0 ma YA c VAC, C� un,,S 1'Y1= Pa L YVIci =v P 1�0 �° k--„ =V F` 2.08 kIPS g„ 5cz�ioJ o� For, < I �Gt-►-1 � � E S 12GE Ckq 0-101 I Fq 3 G �1 t✓c n v,.l Fo2 1 to" � Kai io cP S. q 5.3 kle '— q5. -a Fa,l-�,+- Ll Fol S4EA2 GSI r= � Co rv► g � nE �( � M k- eW (o" WT I(vCA SECTlcv J o�J tnctA 51DE or- T2J55 1s Tro CAQ T� o.lp Frao AA `vAe�-1 �GJ� . /� LUSO IiJS i A� t -j" Co" WT 1(oG& To Top I<uA,-rF. F02- 1I 2i Fo(Z vy*,dey-- wF'D . �Pq ff • NUMB OF 6aews red P I -Z49 �"I 2 sS 4 / xezw ---v 4•S o use Co � x ZSR s uers �� Q r 4T G� w avi5- #10 5GREW5 ra All n r^. — r- "E" TRU55 FLATS 17ETAIL 0 (5) #10 5GREW5 INTO "E" TRU55 EA END "N" 6" WT 166A GUT OFF FLAN6 AND BEND IN WEB ❑ APPROVED ® C DTIIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: oo — ) % % Date: Genera/Information AP# Owners Name: Parcel Acreage: _ ► r% A � Owners Address: Building Site Address: ProvertV "J7 orination Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ® SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: Date of Zoning Ordinance: General Plan: A9 Development Agreement: Use Permit: Variance: Parcel Js In: Land Conservation Agreement allo ❑ Yes, check use Minimum Acreage: Nitrate Action Plan a No ❑ Yes Violation Area MNo ❑ Yes Specific Plan EffNo ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone %No ❑ Yes, check use 12 1 1 Floodplain No ❑Yes Zone:_ Panel Number. d Zrj Watershed Protection Zone No E3 Yes Proposed Use Comolies With: ® General Plan Zoning Subdivision Ma Pr000sea Use Requires: ❑ Use Permit ❑ Minor Use Permit El Administrative Permit Commercial/Industrial/Multi-Family Uses Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: ❑ Accessory Building Use Zcninq Code Street & Highways Fre Prevention Subdivision Ma Front so e' Side , O Side street Rear ' .O j� 3 0 Height �_ \ Septic Permit Review: Well Permit Review: Land Development Review: parcel Created bv: ❑ Deeds Permit c%arance Agriculture Affldavit Required Deslgmted Well Site Drainage Plan (ConVind/Multi) Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards f►or Deed Creation: Comments: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road'Name: ❑ No ❑ Yes Map Date of Recording: `Z—Za� Lot:- Blodc: Book: I?- Page Qnditions That Must tie MPr prior to tssuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction WOW property lines is not permitted (See land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ ConsCvct road to ❑ Other 'ereral Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. P2�1 n� 1L t-, T2s R2 ►� . I aZ -iQ,j b oo f t. c �t-F r e t_Z�,> r34ZA(_)e- Inter -Departmental Memorandum To: Mike Vieira, Building Department From: Ted Crawford, Fire Department Subje P# 68-13-133, 134, Palermo Drive ------------------ Date: September 5, 2000 F/ 66 4PPL . 1A/ 1AJOC-X The subject parcels are served by an OWID fire hydrant system approximately 500 feet away and therefore the automatic sprinkler requirement does not apply. If there are any questions please contact me at 538-7994. CC: G. Morris Chrono File t, LL3 $10 502A I 5AC23 3 0 21 1 L/rT11RL f } PGE �V / 4.69 Ac. % ,y�Y 1 Q` PM 102-67 2 34�' } +'8 x /60 J71 1 ` -r2 uQ:a eg _ 1 wj i•�° 60 5.962 AC f 128 2.68A h 1 ' 5.29 Ac. fig; i9 2.85AC v i 0'6954 9 72 0 1 0.337 AC IA ' / y.►�0 v • 2! O % / "ys 2.15 RE INGI LANDS / e �� O op 6 •�, 1 2.97A,C�g a � - - - - 1 tuRjy 6.727AC 1 1 p 9^ 5.67AC RS110-60 O \ 1 10.36 ♦ 2 4.81AC 13639 9.88 / • @5. 635.09 4.73K 3/ AC in i AC 2TZ 5.8 4 AC. / Pm 121- 81 13 / 5.54 Ac ----- 1 1 7 _ y 1115 i.Z2AC 102 1.95 / o S?3.� 53 432 AC ,yh 13 48 3.040 - O368.4 / .. 14.756 AC 8.85,4C. *2 2.55 C vM 77-49 L 918 ,�. r4 WW � r5 WYANDOTTE FRUIT LANDS UNIT N''2- ORO M.Q.R.- BK. II- PG. I1,l2 LE WYANDOTTE FRUIT LANDS UNIT N2' 3 - KO.R.-BK.11-PG. i9, 20 MOTE • /jA(IIANpnr f)¢E jG4QESSON spwAA eA, SS4fiEMS sA!&Z Jf IYSTALLEJJ IN ALC ASFS/VENT/AL ST.PLYiUBES AV ,OCCOR4d/✓CC W/TJ17YE .t/BAOV& AWE AW,-eCTIVAI ASSOC/BTION ST,AU/AORD /? V. TJ It' 76Y& OP SCJLL OCCCI,R NAT�TJIE /VENT/F/EV SETfIACA! A7E.YJPV•0C OF YE067gi.NN '11, "",.Z O//C1, AS NECE6SARV TO MAWTB/N TJ.fF CANAL TO .o✓EET 7' NE6D5 OF O. W / D• BNO i0 PA{7,_EC7 :)/E KAC77/ A.WJ WELFARE OF REa/AFNCGS /N TLJE .OR64. /l.'O A.LCV-,cLOTi✓E YEb/TAT/O.V S.✓BlL q6 OLANTED, LVLT/VBTED, /R+P/6BTED QO MO/,VT4/NEO W/TJ�IN i7/E /DEN))IAFn SE77�RCA' ARfA. TJ/X✓ELOPA�L".yTOF PARdwzC /.Y�9 AIA✓ /h^JU"er m)JJ/TTE eAvAIrd FARE OEGAYTAWA17 *O?ZW TENDER TEES e1.✓ V 6.fEA/J A Im-CEBC✓fiuD J]PEE SEr�q.{�.��ppN7}/6 C61,- 7-Alk ANI! Ti/E a. W. /.D. CAA/BL �'sErFAC:s `• i LOCUTION 1W o TJ//S O40JT/P{64L M/7P,%A&er eAlaWt 4D9/TA�N.6C /NfS•P.N.BT/ON, /Si77Q 1,VXM- Amname, &wpgBES lbVL✓, PESYP/HAfAs aWO/T/O. le DSOF TA/E OO TB O.- F/L /NC3 A1A/O /S NOT 1"mmOED TO OFFEL'T /LACI D T/TLE /NTFAWS'T. lot] .96.M.ADAAftz WMP RE/N6 A POfli/ON OFLO i $9, O*VYjU5 WYUN/IOrTE MU/TUAMS UNr Np Z ON F/LE UT TIDE RAE COlJNiy,eE'CO�OExT6 OFF/CE /N RODk // OF MdP.S AI -PV,-//, A1.5ECr/ON //, T/9 N, R4E, M.D.M L Y/NG /N TAIE 11N/NCORM104-IT/J AREU OF RUiiE C'OU/VTV, 44L/FOJPNl,9. FD? W/LRelIq 7eyoN RRn scar SC:lS US TS 15 r. p. SO'ti:S ...S.�.L....rehi P . 4-9387 90-050 NOTES RESIDENTIAL 068-130-134 01-0507 ROCCHI, STEVE & BARBARA 66 PALERMO RD. OROVILLE CONT: ADONIS POOLS NEW POOL 11 SPECIAL CONDITIONS 11 CHECKED BY t c 1 s I f s 4 JOB FINALED (Date) Signature SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER V= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Electricity; MH Test -Crossovers -Breakers -Clearances 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance 8 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 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS - Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rtlrs-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 INAL (Plans) OK except #'s -a Set ks-Easements oils; action -Structure Stability ,-P6-01 Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health D partment Approval 10. P .; Cir..Test-Water Supply Test 440' -Light Niche Date Dat d Card B-1 'ate Card B-1 Card B-1 ate Card B-1 J=OK 0 = Not OK - = Not =Not Ready Ready Applicable RESIDENTIAL (: Date 46. Underfloor (Plans) OK except #'s 1. Zoning-Setbacks-Easements-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils-Steel-/ P' Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage, Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel-Wrapped 8. Piers-Fireplace Fig.-Steel 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator-Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance-Material-Support-Ins. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date t Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent-Access-Combustion Air Baffle 18. Water Pipe; Test & Anchor-Nail Protection t 19 D.W.V.; Test Fittings & Anchor-Nail Protection 20. Shower Pan; Test, First Floor-Tub Access 21. Test Tub & Shower, Second Floor-Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance-Ins. Protection 24. Elec. Receptacles Spacing-Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al-Oven Circ. / / ga Cu or At Insulated Neutral D Yes ❑ No 31. Service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light-Shower Light-Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills 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 'ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & 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. Inf iltration-Walls- Windows Date t 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 -Connector - In Garage; Above Floor-Ducts-Mech. Protection t 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 & Receptacles 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-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-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 J Yes J No/Walks J Yes J No/Planters J Yes J 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 Throughout 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 94. Address Posted 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 �..a. ; BUILDING DIVISION t DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contpct this office immediately. Inspector— REV nspector_ REV 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 ASSESSOR PARCEL NUMBER 068-130-134 ZONING BU I LDI NG P ERM IT OWNER RO=I . • R FtRRARA TELEPHONE 141, SO. FT. OCC. BUILDING VALUATION �s�+ ?.i , s -M r� ' l n - OWNERS MAILING ADDRESS 66 PALERt) RD. OROVILLE. CA 9596 CONTRACTOR'S NAME ADONIS POOLS TELEPHONE 891-1197 CONTRACTORS MAILING ADDRESS 12 PHEASANT RUN Cr. CHIC0. CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 25.000.00 ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ 7-57.0() ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 66 PALERtP RD. ORO I F A 9-9961; Energy Plan Checking Fee $ $ PERMIT FEE $ 295,(ZQ LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.001j•� Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PML MAET' A 97 -cm Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G W 020.00 PERMIT FEE $'Jft,9 j �5 ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.'**.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. c License Class e- -�- I- Lic. No. � G✓ [rte �� / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, 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 TO Main Service TO 46.00 NEW CONST. DWELLOCCUCUP. EL OR ADONS. ( 8 AOC. BUDS. SO 3.5¢FT: MULTI.UTC f ppµgaID O @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. ounEroRFocruREs 20°''00 84L 0 .60 Ex. Occu . DuT,ED qp .OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 F.�?C1RT �� _� PERMIT FEE $ - �• WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier_!%- , PW7 ' /d—=" i(/C% Policy Number P ' 45;. " 15? tV.7 - a ,/ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply.with.those provisions.` � r X l Date E ' i i /1 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent i An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT / Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation -""PERMIT FES $ Mobile Home Installation Fee $-----�--- Energy Inspection Fee $ Occ . TYPE TOTAL FEE $ 380.DO ]HAZ. Q.-FEES IMP FLOOD CDP PARCEL PD HQ ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have �r f By Y PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _311f 1 /�/ 2 ats ReceiptNo. , J iiVt r7(4/,3o^ nn WHITE-D.D.S.-B.D. • CANARY-ASSESSOFT PINK -INSPECTOR GOLDENROD -APPLICANT STEVE AND BARBARA ROCCHI 66 PALERMO ROAD, OROVILLE, CA 95966 butte Count, L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 Re: BuildinPermii1 001-0507 Expiration Date: 3/19/02 A.P.# 068-130-134 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [ Permit work started, but not completed. Permit may be renewed for '/z the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with. the fee shown. Please return all copies of the application form. [ J No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVTI T.F.. office. Thank you for your prompt attention concerning this matter. Ygurs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments CC: ADONIS POOLS, 12 PHEASANT RUN COURT, CHICO, CA 95973 Chico Office - 411 Main, Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 �PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068-130-13 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION F,17 25,000-00 .OWNER'S MAID ADDRESS 6Z PALERMO RD. CONTRACTOR'S ADONIS POOLS TELEPHONE 1891-1197 CONTRACTORS MAILING ADDRESS 12 PHEASANT RUN Q -T. CHICO, CA 9997-1 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 25 000.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 999-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 66 Energy Plan Checking Fee $ PERMIT FEE S295.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U iltfies ❑ Installation ❑ Other ❑ Describe Work: POOL. MASTER# 97-507 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE ELECTRICAL PERMIT Fling Fee 20.00 Main Service *.'AOR.:. 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 I� _ ^.J' 3 Lic. No. Com/ 6 aF OWNER -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 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 _s'%.E'iZt%� /"U Policy Number f` Ca "' 9 Ka ^ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with mpl wit - ose Prov' i� S a� _ Date ` at re of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 46. TGNG NEW CONST. DWEWso EU OCCUUP. OR3.SQFT. AoDaS MU COIlTLET NON•RESID. @7.50 Po APPARATus a sING.OUTLET CIR. OUTLET OR FDTTURES 20 1'50 Ex. Occup.SAL .,o Ex. Occup. Dur"s Ao °E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 380 AQ HAZ. FEES IMP FLOOD CDF ARCEL PD MD ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON I p4t.) provisions to do work paid. f f% % ��c{{ 9 V 2 Receipt No. WHITE-D.D.S.-B.D. CANARY -A H PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroviller California 95965 • Telephone (530) 538-754 PET NO. Re,,.IZVO APPLICATION AND PERMIT - �"� Ste' 1 'BUILDINGPERMIT c7 OCC �"a'+iO"s � r SO OCC. BUILDING VALUATION PST— LJ . AooPRw hjCnJ comm CnON LOVER Unoon IMMa ADDRESS Fireplace Total Valuation = 7, ARC MCT OR VOXNEER ECMO' _ Flip Fee fi 20.00 Alcwrav oil DOMEOls ADONCft _ Permit Fee i S — Plan Checkina Fee t WAAM Energy Plan Checking Fee fi fi PERMIT FEE _ --r WT10a .U°°IVe°MSIW< Petite 1u► PLUMBING PERMIT Fling Fee 20.00 Each Trap7.00 � USEOFSTRUCTURE Solar or heat pump water heater 23.00 C Duplex O Mobilehome O Other Water piping 15.00 -� aPecrr Each as water heater or vent 15.00 TYPE OF WORK Gas piping Wtem 1 - 5 outlets 15.00 New O Addition 131 em�t Wkm O IndRlntlon O Other O Building sewer 15.00 Mobile Home I S I G1 W Q20.00 Describe Work: 1 _ _ PERMIT FEE t LM-UA�- -7 ,e0 ELECTRICAL PERMIT Filing Fee 20.00 Main Service =on lcs3 23.00 Main Service Goa► To lafal 46.00 • SQ NEW COMT. OWELLM OCCVP. 3.5trt oil AODN3, A ACC. eU33. MOKA1310. ANCH CIRCUM net @7.50 POWER APPARATUS a 5 OMU pk Ex. Occup. ovnrr on nm.^Es p 1 l.00 eAL .b 0donEX. Occup.ONA-m R310. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 sc. Wiring 23.00 v 00 PERMIT FEE =O +� MECHANICAL PERMIT Filing Fee 20.00 *PERMIT FEE PAID Heating SRA - ' $ Cooling SHERIFF $ Hood a.so .ntilntlon OTHER $ A I Al PERMIT FEE f Mobile Home Installation Fee $ Energy Inspection Fee $ occ m . Type TO AL FEE_ AMOUNT RECEIVED $ "Az e. rtE3 a, PUOOa I COP ► Pa stRAs This p.rmit Is hereby Issued under the applicable provisions / �• of the Butte County Code and/or Resolutions to do work I Indicated above for which fees have been paid. *RECEIPT NUMBER l * TO BE PVT INTO COMPVTER By Date PERMIT EXPIRES ON t5ow COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: LA.,/ ASSESSOR=or L/ `_- ' U I �� — I ----i' Proposed Building Use: O Q Building InspDate: 25 -- ( -S --n ( At time of permit application, I was advised the following data to permit processing and/or issuance: Date Received By ❑ 1. LAll litems have been submitted -------------------------------- t plans, 3/4 sets, signed by the preparer of plans. ------ LJ3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .--------- ❑ 10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- 012. California Department of Forestry plan approval/fees. 013. Flood elevation certificate. ----- 4. anitation and plot plan approv City of Chico plumbing permit. ---------------------------------------------------------- - Department. ---------------------------------------------5, �o ----------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - ------------------------------- 1124. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- 1326. Letter of intent on building use. ---------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. --------------------------------------------------------------- ❑29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .-------- 030. ------- ❑30. Other: en you is e, t, s as follows ❑ Mail to owner, ';Ma yP-Telhon�I "((� and hold for pickup at�t s t 4ea<ft7h Department, ❑ Fire Department Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Bt ' ivision counter, by Date: Plans reviewed by: Date: Plans approved by: Dated . / � Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. (Date) E.H. USE ONLY Plot Plan Attached G ^'" v Floor Plan Attached C— Sent to B.D. 1 J 21 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other (enc) L— Hold final for: Final clearance O.K. for: NOTE: s�/0'7 Environmental Health Specialist Date 8/96 r ^ �%3Tr BUTTE COUNTY o o DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 0 AND SUBMITTAL REQUIREMENTS o - �.,__ 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 0 ---- o A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" CANT (GNAT RE X For a use only: OWNER Last Name ,44fL eidG^2 First Name 7`v'(z Address btoc?CZvti[7 P q .!2 City Cit bQove I LO State G, Zip �i V Phone 9— 3 Fax E -mail Date Approved: CANT (GNAT RE X For a use only: CONTRACTOR Name ,44fL eidG^2 Address z1 L 0,4 K 4.4-0 City No State Zi ORD,, Fax C44 `S ("ZS— Phone f5 -Tr Date Approved: Fax E-mail Lic. # Class CANT (GNAT RE X For a use only: ARCHITECT/ENGINEER Name Flood Zone Address L 0,4 K 4.4-0 City No State Zip Phone Phone Fax E-mail E-mail State License Number CANT (GNAT RE X For a use only: APPLICANT NAME Name Flood Zone Address L 0,4 K 4.4-0 City�aq! � No Stag zip 12965- Phone Book Fax E-mail Planner CANT (GNAT RE X For a use only: Zoning - Flood Zone Cross Street SRA I YesI No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPO�0` 2q BIN # LOCATION AP# i30 -154 Property Address 66 PAg0AD City �vddlf? Cross Street REQUEST FOR REFUNDS WORKER'S COMPENSATION Policy Number /1025 (o Carrier _ If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS KAFORMSMBUILDING FORMS\BIdgAppiSubRgmts.doc Page 1 of 2 Description or Scope of Work: d l ' C 77At, 64o'lo ovHr; Mss 0)-601 Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. motlpwt brIT Received by: K6, Amount �q2`VBldg SRA Receipt #:9 � � Sheriff Check 253 o SMIP Date:212 I d (j j� �J Other -I 2 • I / Total REV 6-16-04 F SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and ASC (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 8NO(ag2q COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION. 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �nrC ( ,ASSESSOR PARCEL NUMBER Proposed Building Use: phot Cm- 1 Permit Technician: Date: Itenfs required in order o apply for a permit. All boxes MUS be checked OR marked NA in order to apply. �� 7En 1. Site plans.3 or 4 sets, signed by the preparer of the plans. 2. Complete planer 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. , ❑ 6. Energy compliance design and supporting documentation in duplicate. ' ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other ,Ri,ning items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑�� 1 . E osion Control Plan Required .............................................. ,rAm6 ees as shown the-attaehed-Scbidule,of F-ees-DS-h'tre-- - ..t...1.� 19..... �....... ❑20.City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ /_ I 22. California Department of Forestryplan approval ❑ paid. Sent by: �J d� /,T3 -,'Planning . approval for (A) Use: (B) Parking: (C) Parcel Check: ........ • d�(�_ _�- ❑ `24" Contact Land Development about _ Improvements, _ Drainage ........................ ❑/ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... 0 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.........................................................................................� ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: r When issued Telephone) ., �l (�� onflifY3 n and hold for pickup. I have been informedof the above it�and�requirements for obtaining a building permit. Applicant: x_Z-- Date: 2123�nc� 1. Index permit ap tication for th • above items numbered:ft-Plan Check Letter 2. Additional items required &-o-nt_rac-tdi,Jesigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: c or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the ab ve d to by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: CA!1` Date: *111,6406 Plans approved by: Date: �b Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 TO: FROM: Plot Plan Attached Flow Plan Attached Sent to BD/DS I_ -77 J7 3,e Building Division —Development Services y�0 6 wz1C. aqc Environmental Health SUBJECT: Sanitation Clearance Owner Loc tion AP# Plan Approved for: Sewage Disposal: Clearance forwelling. Other Hold final for: Final clearance O.K. for: NOTE: Water Supply: Public Private Well 2:::�&Y1Zd--(,2 Date Butte CountyDepartl-nent ofDevelop prem S'e.1-vices 7 County Center Drive ° ° Oroville, CA 95965 ...�� (530) 538-7601 Telephone (530) 538-7785 Facsimile coUN�y BUILDING PERNIIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: e I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained e I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application.- Typically pplication: Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adhetence.to all mitigations and conditioris imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). 3 Please print: Applicant Name: APN: aoB Building site address: (�(� PA(_P'QVV)a Permit No.: fj o�lZ I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: Z /z -3 /ate SIGN RE OF PPLICANT . DATE Copy to Applicant/EH/File KFonns/BldePennitMthoutClearances 020705 Department ..0 o u n t y of Public Works o f B. .0 t.. t e LAND DEVELOPMENT DNiSION Storm Water Management Program 7 County Center Drive Oro"ne, CA 95965 (530) 538-7-266 (FAX) 538-7171 National - Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pallution Prevention Plan (SWPPP) Acknowledgement (LESS THAN I ACRE) Project Description:i��; Project Location and/or Parcel Number: By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit fres the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of Iess than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. .SI ped: Title:.. Date: z/231b6, Butte County Department of Development Services:. TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION • BUILDING'` PLANNING March 27, 2006 Steve Rocchi 66 Palermo Drive Oroville, CA 95966 Subject: Building Permit 06-0429 (APN 068 -130 - Mount Dear Applicant/Representative: ; Photovoltaic Solar Ground The Butte County Department of Development Sery fces, Planning Division, has reviewed the submitted permit application, and requires the f llowing revisions to your site plan,. or information in order to continue the review (this ay be for notification purposes, please see below): ❑ Creation Deed ❑ Erosion Control Plan 0 Site Plan Resubmit — Follow Requirements ❑ Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Subdivision Map Note ® Side Yard 10' Setback) ❑ Rear Yard ❑ Off -Street Parking; Development Standards ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements ❑ Easement ❑ Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑North Chico Specific Plan — Erosion Control ❑ Fire Sprinklers* ❑ Notification Only — No Action Required ❑ Other: - rire spnniaers, ana the )KA setaacK are of requirements for the Planning Division approval, and this notification is for infonnational purposes, how ver it may be required for the issuance of a building permit. The requested information, or notification, is described on the included hand-outs. You will also be given "some brief direction, on a following page, of how the information should be submitted or returned to the County. Should you have further questions please contact me between the hours of 8:00 a.m. and 4: 0 p.m. Monday through Friday at (530) 538-7603, or the appropriate Department/Division iden fied in the hand-out. Pp . Chris To- lley Associate Planner Cc. Jon Spielman (Applicant) Setback A.setback is an area that extends from the front, side or rear property line, which cannot be occupied by any buildings, accessory buildings or other structures. This specified distance is used primarily to keep all buildings and structures a uniform distance from the property line. The setback area cannot contain any structure, except as noted in the Zoning Code (this information is included below). Each zone within the County establishes a specific setback distance, or applies the minimum site requirements identified in Section 24-75 of the Zoning Code (Chapter 24 of the General Ordinances of Butte County). Furthermore, Section 10-9 of the Highways and Streets (Chapter 10 of the General Ordinances of Butte County) establishes a setback from the centerline of a right-of-way. Note: Federal Aid Routes/Arterials have a special setback from the ultimate edge of the right-of-way. Setbacks: Defined by the Zoning Code • 24-305.391 Setback, front yard. Area which extends a specified distance from the edge of the ultimate right-of-way and which may not be occupied by buildings, accessory buildings or other structures. 24-305.392 Setback, side or rear yard. Areas which extend a specified distance from side or rear lot lines and which are not to be occupied by buildings, accessory buildings, fireplaces, or other structures or equipment extending more than forty-eight (48) inches above ground level. Examples of structures that may be placed within the setback, as long as a minimum three-foot accessway is maintained, include air conditioning/heating units, pools and pool or spa pump equipment, propane tanks for residential purposes as provided by the Uniform Building Code, portable storage structures, stairs, planter boxes, decks, and wells. This definition shall not apply to public utility facilities, eaves or awnings that do not encroach more than two (2) feet, trellises, clotheslines, fences. The proposed structure is located in the setback identified on the letter, and cannot be approved as identified on the site plan. Please adjust the building location to conform to the required setback (identified within the included handout), and submit the site plan to the Planning Division at: Department of Development Services Planning Division 7 County Center Drive Oroville, CA 95926 4 , SH^RPo MULTI-PURPOSE MODULE 175 WATT HIGH POWER. HIGH EFFICIENCY. SINGLE CRYSTAL SILICON PHOTOVOLTAIC MODULE WITH 175W MAXIMUM POWER This single crystal 175 watt module features 16.4% encapsulated cell efficiency and 14.2% module efficiency. Using breakthrough technology perfected by Sharp's nearly 45 years of research and development, these modules use a textured cell surface to reduce reflection of sunlight, and BSF (Black Surface Field) structure to improve conversion efficiency. An anti -reflective coating provides a uniform blue color and increases the absorption of light in all weather conditions. Common applications include office buildings, cabins, solar power stations, solar villages, radio relay stations, beacons, and traffic lights. Ideal for grid -connected systems and designed to withstand rigorous operating conditions, Sharp's NT -175U1 modules offer the maximum usable power per square foot of solar array. Solder -coated grid results in high fill factor Sharp multi-purpose modules offer performance under low light conditions. industry-leading performance for a variety of applications. BUTTE CCUNTY BUILUING r ' 'ON APPROVED FEATURES G MMM I MULTI-PURPOSE MODULE SH.AQR."RUPD, be sharp" 3� Sharp Electronics Corporation • 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel:1-800-SOLAR-06 • E-mail: sharpsolar@sharpusa.com • vuww.sharpusa.com/solar Cover photo: Solar installation by Pacific Power Management, Auburn CA SSD -03-014 02003 C'X A3AC T "Ai5Tlf5 Cell Single crystal silicon No. of Cells and Connections 72 in series Open Circuit Voltage (Voc) 44.4V Maximum Power Voltage (Vpm) 35.4V Short Circuit Current (Isc) 5.4A Maximum Power Current (Ipm) 4.95A Maximum Power (Pm)* 175W Minimum Power (Pm)* 157.5W Encapsulated Solar Cell Efficiency (Tic) 16.4% Module Efficiency (qm) 13.5% PTC Rating (W)*• 153.65 Maximum System Voltage 60OVDC Series Fuse Rating 10A Type of Output Terminal Lead Wire with MC Connector 1;9 ClJRV11:5 Cell Temperature: 25'C 6 180 1000 [W/m9 5 150 800 [W/m7 4 120 600 [W/m'J 3 3 60 3. 0 � a 2 60 1 30 0 0 0 10 20 30 40 50 Voltage [V1 Current vs. Voltage Power vs Voltage Current, Power vs. Voltage Characteristics Dimensions (A x B x C below) 62.01 x 32.52 x 1.81"/ 1575 x 826 x 46mm Weight 37.485lbs / 17.Okg Packing Configuration 2 PCs per carton Size of Carton 66.93 x 38.19 x 5.12' / 1700 x 970 x 130mm Loading Capacity (20 ft container) 168 pcs (84 cartons) Loading Capacity (40 ft container) 392 PCs (196 cartons) R RO_N [BACKIVIEW] i 1 r• ri r r� L, ,.. 1., .. L' 5 Operating Temperature -40 to 194'F / -40 to +90'C Storage Temperature -40 to 1947 / -40 to +90'C Dielectric [solation Voltage 2200 VDC max. R RO_N [BACKIVIEW] i 1 r• ri r r� Specifications are subject to change without notice. • (STC) Standard Test Conditions: 25°C, 1 kW/m', AM 1.5 (PTC) Pacific Test Conditions: 20°C, 1 kW/m', AM 1.5,1 m/s wind speed In the absence of confirmation byproduct manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. 1@U1 Sharp Electronics Corporation Printed in the USA IF, TLVIE W] QQQQQ Specifications are subject to change without notice. • (STC) Standard Test Conditions: 25°C, 1 kW/m', AM 1.5 (PTC) Pacific Test Conditions: 20°C, 1 kW/m', AM 1.5,1 m/s wind speed In the absence of confirmation byproduct manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. 1@U1 Sharp Electronics Corporation Printed in the USA Input data IG 4000 IG 5100 IG 4500 -LV 'Recomm66d'6d'PV power (WP) 3000 -5400 4000- 6300 3600 -5500 Operating DC voltage range (V) 150 -450 150- 450 150 -450 Max. DC input voltage (V) 500 500 500 Nominal input voltage (V) 270 270 270 Max. DC input current (A) 26.1 33.2 29.3 Output data IG 4000 IG 5100 IG 4500 -LV Nominal output power (W) 4000 5100 4500 Maximum output power (W) @ (40°C) 4000 5100 4500 Nominal AC output voltage (V) 240 208 Operating AC voltage range (V) 212 - 264 (240 +10% / -12%) 183 - 227 V Nominal AC current (A) 16.7 21.3 21.6 Maximum AC current (A) 16.7 21.3 21.6 Maximum utility back feed current (A) 0.0 0.0 0.0 Max. continuous output fault current (A) 35.2 35.2 35.2 Nominal output frequency (Hz) 60 Operating frequency range Hz) 59.3 - 60.5 (60+ 0.5 /- 0.7) Total harmonic distortion (%) < 5 - Power Factor (cos phi) 1 General data IG 4000 IG 5100 IG 4500 -LV Max. efficiency (%) 94.4 94.4 94.4 Consumption in stand-by (night) (W) < 0.15 Consumption during operation (W) 15 Protection Type NEMA 3R Cooling Controlled forced ventilation Size I x w x h 28.34x 16.46 x 8.78 in (720 x 418 x 223 mm) Weight 41.8 Ib. (19 kg) Ambient temperature range 5 to 122 T (-15 ... 50 °C) Integrated DC and AC disconnects standard Protections Ground fault protection Internal GFDI, in accordance with UL 1741 and NEC DC reverse polarity protection Internal diode Islanding protection Internal, in accordance with UL 1741 and NEC Over temperature Output power derating Surge Protection Internal DC & AC protection, Tested to 6 kV Compliance Safety UL 1741 EMI FCC Part 15; Class B Anti-Islanding protection UL 1741, IEEE 929 Ground fault detector and interrupter Compliant with NEC Art. 690 requirements, UL 1741 Miscellaneous Maximum AC over current protection Two -pole, 30 A circuit breaker AC wire sizing Use maximum AWG 6 194°F (90 °C) copper wire DC wire sizing Use maximum AWG 8 194T (90 °C) copper wire AC disconnector 32 A DC disconnector 30 A Warranty 5 Years; 10 Years available Distributed by Fronius USA LLC Solar Electronic Division 5266 Hollister Ave., #117 Santa Barbara, California 93111 E -Mail: pv-us@fronius.com www.fronius.com J [FROMOU5 0(2- GRID-TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected inverters making them easy -to -install. More Energy MIXTM Concept allows your system to output more energy under part -load conditions. Lower Cost Integrated DC / AC breakers reduce installation ,L time and complexity. - r � U W critical system performance parameters. J At 4000, 4500 and 5100 Watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 50 years and has more than 100,000 inverters installed worldwide. ~ v V V V v iI C, u v �G] p V •� ., V V u V GRID-TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected (Z O POWERING YOUR FUTURE inverters making them easy -to -install. More Energy MIXTM Concept allows your system to output more energy under part -load conditions. Lower Cost Integrated DC / AC breakers reduce installation time and complexity. LCD Display Comes standard with every FRONIUS IG and tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 Watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 50 years and has more than 100,000 inverters installed worldwide. (Z O POWERING YOUR FUTURE A 90° ANGLE FITTINGS &� ... . B496 B4964 B371-2 w TWO HOLE ADJUSTABLE TWO HOLE ADJUSTABLE THREE HOLE ADJUSTABLE = CORNER ANGLE CORNER ANGLE CORNER ANGLE v tq •Standard finishes: ZN, GRN •Standaid finishes:'ZN, GRN, IDG -Standard finishes: ZN, GRN •WUC 85 Lbs.. (38.5 kg) •WUC 58 Lbs. (26.3 kg) •WUC 61 Lbs. (27.6 kg) o 23/8. 23/8" .d . (603) (603) 67� „ 47/8.. n 15/16" V °8 (174.86) 9/16"-X 29/16" SLOT (143) (65.1) 17/8" (47.6) B104SH THREE HOLE ADJUSTABLE CORNER ANGLE .Standard finishes: ZN, GRN •WUC 68 Lbs. (30.8 kg) 31/2" 13/32" O� (103) i 9/16" X 29/16" SLOT (143) (65.1) B113 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WUC 256 Lbs. (116.1 kg) 9/16" X 11/2" SLOT -(2) (143) (38.1) 6" 52.4)_ _ (123.8) 17/8" (47.6) MC X 29/16"sI:OT (143) (65.1) `v B461 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WtJC 87 Lbs. _(39.4 kg) 21/4" 31/2" 1 (57.1) 1/2" (12.7) 4ru 1/8" 19/l6" X 29/l6" SLOT n 9% (143) (65.1) 33/4" (952) 17/8" (47.6) B109S TWO HOLE TAPPED CORNER ANGLE -Standard finishes: ZN, GRN •WUC 33 Lbs. (14.9 kg) Reference page 58 for general fitting and standard finish specifications. 9/16" X 11/2" SLOT (333) (143) (38.1) ,, N 25/8" .(66.7) 31/9" (99.4) Bh2 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WtJC 180 Lbs. (81.6 kg) 9/1C X 11/2" SLOT -(2) 1(143) (38.1) 31/2" 4" (ss.9) � L (101.6) 65/8" (1683) 6"-18 TAPPED 1 17/8" (47.6) (413) Y - � o a+ u 33/4" 'w . (952) � h 19521 TWO HOLE BUS DUCT ANGLE V -Standard finishes: ZN, GRN •WUC 37 Lbs. (16.8 kg) 1227)17/8" (47.6) (50.8) Y u Y v~ Y �o Y 0 ANGULAR FITTINGS B147 -B152 B243 -B253 TWO HOLE OPEN ANGLE FOUR HOLE OPEN ANGLE -Standard finishes: ZN, GRN -Standard finishes: ZN, GRN B162 -B165 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN "104 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN, SS4 -Wt./C 58 Lbs. (26.3 kg) u et kg u u 01 cc U- B245 221/20 3" B246 30° (76.2) / C va 11/16" c (27.0) / 25/16" 45° (58.7) B252 75° B253 821/20 11/16" u C (27.0) c i C w � aA 11/16" (27.0) 23/8" 31/4" (82.5) 11/16" (27.0) 11/16" (27.0) _ 35/16" (84.1) 21/16" 11/16" (52.4) (27.0) 13-Iline:*4 311/16" (93.6) 31/2" (88.9) B322 -B332 TWO HOLE OPEN SHORT ANGLE -Standard finishes: ZN, GRN B522 THREE HOLE 950 OPEN ANGLE FITTING -Standard finishes: ZN, GRN -Wt./C 54 Lbs. (24.5 kg) 17/8" (47.6) 5° e 35/8" (92.1) I I C8 Reference page 58 for general fitting and standard finish specifications. 15/8" (41.3) B488 TWO HOLE LEG CONNECTION -Standard finishes: ZN, GRN -Wt./C 100 Lbs. (45.3 kg) Lbs. kg B243 71/2° B244 15° B245 221/20 B246 30° B247 371/20 B248 450 77 (34.9) B249 521/20 B250 60° B251 671/20 B252 75° B253 821/20 13-Iline:*4 311/16" (93.6) 31/2" (88.9) B322 -B332 TWO HOLE OPEN SHORT ANGLE -Standard finishes: ZN, GRN B522 THREE HOLE 950 OPEN ANGLE FITTING -Standard finishes: ZN, GRN -Wt./C 54 Lbs. (24.5 kg) 17/8" (47.6) 5° e 35/8" (92.1) I I C8 Reference page 58 for general fitting and standard finish specifications. 15/8" (41.3) B488 TWO HOLE LEG CONNECTION -Standard finishes: ZN, GRN -Wt./C 100 Lbs. (45.3 kg) -ALP ....... . ..... ..... .. ..... ... . RESISTANCE TO SLIP -With Safety Factor of 3 LLL -Maximum s4 strength for 12 gauge chanaets, i., limited to 1550 lb,. (6670 N) tzvg 55 vii All; ReasLvam to sup .—OUChannel-Nat- L:rga.r. $o XC&MOC page 44 for gm=A- fiUmg and standard finish speificados. � ! _ �._ .� � � ��� .. r. • • � �a ear t/ �����r• PULIrOUT STRENGTH -With Safety Factor of 3 -Maximum pullout strength for Bl l & B12 channels is limited to 1550 lbs. (6670 N)_ PU"Ut Strength of Channel Nut Referent page 44 for general fitting and standard finish specif ications. UBz2 CHA NNEL. •Tbncicnt=12 Gauge 26 mtn) • ieagt T0' �3.OS m) do 20' 6.09 • fuisixs, Dara -Ga; $d eM.9 Galraaized, Sinless Sled Type 304 oc 316, Alms mm �:---- •Weigh 1.90 I�s./Ft. ('Z.83 kg/m) • . - - . � . � •. . J es 3!8" (413) 3/g. 3/32'.'. - im Y w (20A) SECTION PROPERnES -- S 822 1910 S6� o �8�22A� 3 EZ0 (5.69j 1:12! O .583 n •�� 2953 (�h A3 (1� B22Z 6.649 A X31 (2.36) (19 .5906 pAV X653 (t�c6j G 1956 (ink .701 WM) 1.456 � � tkiddaGoss otaoc6anpcnpaGcs �ebssod as •rcai a a yr��C�id-F•aacod Seoet 12027 (14a1) .351 p!n �sb p �i 0 \ Y --T � � 5 \ (4 31/4«. \� Y to. f (20-6) Wt- 3.80 I.bsJFt. (5.65 kew) 1518" o L (413) 91 b A - 20 Rdecracti P I4 for geaccal fitting and stamdand finish spocifiaitions. .L'AXNEL SELECTION CHART for -amends, Matcri mad note Patta-as Ery •_•:_ t Q �i a as acaowoa has bo= pcepawd-b pvW& a ivoa — vanaasLok patterns are ddmod by acrnbas j then A. • a+ataials, and Lok pa#cros Maier( types argabk foe Some ttawl= mod chhamads W& patfw ace ara?wo on spoeial ocdex ocdY, alvbetric t�iraleaR fox thiclmesses shorn is chart. ••1- Stod 12Ga. —2.6ram 180a.a12nm► '. 7,AL,mAmum 14Ga.-19mm JOS -2.6snm 16 Ga. 61S mn .080 2.0 sum i Typo 6 Stad= propaties MY YW7 dve to commercial toiermocs of the mataiaL C&aaad tart Nwberwc Enmpia B' ma � il Ho tattexrs B12 S � B22 U178 1DG 240 1324 TH - • SS4 1326 g0¢ SS6 B32 AL B42 B52 - - B54 B56 B62 • B72 ' E7016 Re aa= page 14 for gcae A fitting and staoda finish =pcafieafiom RESIDENTIAL :-068-130-134 PERMIT#94- 1444 ROCCHI, STEVE 66 PALERMO DR., OROVILLE CONT: ORO -STEEL', INC. NE POOL/BATH HOUSE f_N JOB FINALED (Date) Signature J=OK O = Not OK =Not'Ready Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O Concrete 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) ' 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 6,Carports; Windows -Doors 7. Well Clearance & Disconnect J.' Electric 8. Utility Clearance 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distances-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Cert. of Occupancy 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6,Carports; Windows -Doors 1 J.' Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK =Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' = Date -„ UNDERFLOOR (Plans) OK except k's i ' 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. St walls, Garage; Steel-Blockouts-Wrapped / G Hold Downs and Special Anchors �C- 7. Slab; Steel -Wrapped c�3 A/iLT-15 8. Piers -Fireplace Ftg.-Steel Fall -Fitting -Test -2 Way C/O -Sewer Test E-- 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Criooles 15. Access & Ventilation 12. Insulation Date Z/ (q Card B-1 C -- Date Card B-1 Date O Card B-1 Date Card B-1 Date ALUMBING (Permit).OK except H's tr.: -/eKGAccess`-Co>„Vu-st ion Air -Baffle pe; Test & Anchor -Nail Protection W.V.: Test -Fittings & Anchor -Nail Protection Shower Pan: Test, First Floor -Tub Access -- --- --- ---- 20. Test Tub & Shower. Second Floor -Tub Access .Z1. -Gas -Pipe: -Size & Anchors ------- - - -- ------------------ --- ---------- -- --- ---------- Date Card B-1 Date Card --B-1 G Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except N's L2?" -F' re & Transformer Clearance -Ins. Protection ----------------- --- - - ------------------------------------------- ----- ---- EI c. Receptacles Spacing -Lights & Switches at Doors ------------ --- --------------------------------------------- -------- ------ _ Size Boxes & No. of Conductors -Stapled 5 -- omex Installed Close to Edge of Studs & --- -- --------------------------------------------- ------------ --- ------------ quip_Ground made up w/Meth. Fastne -Bond Gas' Wat - ---------------------- --------- 2 rcuts ih Kitchen & Conductor Size/GFI - GPa!e Sizer rya Cu or AI-A.C. Wire Size r / ga Cu or At --------------- --- -- -------------- --------- ------------ ----------------- 2 nge Circ. / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------------------------------------------ ser Conductors & Ground -Main Disconnect ------------------------------- ---------------31. Equip Clearances Panels -Motors -Meth. Equip_ ----------------.-- 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector --------------- -- - - ------------------ -- - -- Dat� Card B-1 Q7 Date Card B-1 ---- ------------ -------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) Ok except n's 34. -A. -C. -Ducts Insulation & Support ------------------------------------------------------------------------------ - --- 35. Vent Fan: Exhaust above insulation -------- ---- - ---------------------------------------- 36. Condensate Drain & Overflow: Size & Grade ----------------------------------------------- ------ - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ---------------------------------------------------------------------------- 38 Attic Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- Date Card -B- 1 Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAM (Plans) OK except ft's Sits roper Material & Anchors _ - Studs -Nailing. Spacing & Bracing -Plates -Sound - ---------------------------- ------------------ . Bearing Walls over Girders & Floor Nailing --------- ------------------------------------------------ 42 Draft Stop in Walls (rat proof) ---------- 43. Fi e Stops Furred Ceilings -Stairs -Chases -Tub Headers & Beam -Size & Bearing Date FRAMING (Continued) 457 Han S=Post Caps -Anchors -Connectors . Ing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. ep ace Ties or Type A Flue -Fireplace Throat clearance ;01� 4&. -Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensior, 50. Garage Fire Protection Framinq --- - 51. Property Line Firewall & Openings _ 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection _ 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5�5. ng -Nailing Veneer X56 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -- - --------------------------- CateCard B-1 Date Card B-1 Cate Card B-1 Date Card B-1 Cate FI Plans) OK:ex'cept ff's 1. Ext. S Door &Sidelight Protection -Landings ------- 6 oke Detector 63. Fu rn ents-Clearance-Comb. Air -Connector - n Gara e; Above Floor -Ducts -Meth. Protection - -�-- m Exitin-•Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel: Breaker Sizes & Labels ------------- --- ----------------- �i�3t� rs & Rails - .ref place.or Stove:_ Clea rances- Hearth ---&_9.-EI . utlets at Wood Panel: Int. & Ext. .-Kit.Fixt & Appliance: Grnd_Air Gap -Cooking Clearance 71,pe Outlets & Receptacles at Kit. Counter - ------------------------ - 2: -Garage Fire Door: Swing -Landing -Closer ----------- --- --------------- - - _73--A_:_C_:-D_u_c_t_in__Gar_a_ge-Damper _ 74. a rance-Comb Air -Con V. 7n�rage: Above Floor -Meth. Protection 7 Elec. & Mech._Equip. Listed for Location ! eceptacles in Garage: (G.F.I.)-Romex Protection ------------------------- ---------------- -_Zj--W+sv1ation-Foam-Looked in Attic ❑ Yes -------------------1 __-------------- -p lit uar Rails & Deck Construction -Post Caps --------------------- - 7 n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes --01 --------------- 80. F instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No _________ 81. Stucco. Unr n -Finish A.Cit Disconnect, Electrical, Plumbing 83. V Above Roof; Plbg.-Appliance-Fireplace.-Clearance to L3 Openings _ ------ amt -- Well; Disconnect, Electrical, Plumbing -- ,�xterior�Trim: G.F.I. Receptacle -Underground entilation Throughout House s Protection -------c--- --- Bs..,ions from Previous Inspections - - ----'--- -----st g ----------------------------------- 89. Gas leters Tagged: Gas -Electric + Water & er Connected -C/O to Grade -HD Approval ------------- --- -- ------------ ----- 91. E gy Compliance Certificate -Other Certificates Date - - -_-�_-------B-1------- ------- Rate -__-_-_- Card B-1 -- - - - - --------- ---------------- Date 7and 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 (916) 538-7541 PERMIT NO. APPLICATION ASID PERMIT _/ ASSE8SQ1ic17ARTl 2MBEJ34 ZONINAR-1 BUILDING PERMIT DW"STEVE ROCCHI t-3745 SQ. FT. OCC. BUILDING VALUATION 485 R 25,920 OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS 155 rq St, Suite A Fireplace CONSTRUCTION LE DER unity Bank UNKNOWN Total Valuation is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 258-50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINcyAgRREs�s �t7 l a ertn0 Drive, Proville PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 41 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP -mss III Each gas water heater or vent 15.00 USE OF STRUCTURE SF Duplex ❑ Mobilehome ❑ Other Pool /bath house SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home S G W � 20.00 TYPE OF WORK New O :rlAddition El Remodel O Utilities O Installation ❑ Other O Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( ROOV OR LESS ) 2ODA OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONS.OR ADONIS T ( O BELLIACC BLDSUP ) 3.5C FT. 1 CONTRACTORS LICENSE LAW I decl under penalty of perjury (check one) Ur I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON.RESID. ( BRANCH CIRCUITS ) , @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL. @ 1.Or500 Ex. Occup.FIXED APPLNS. OR (OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ Tpis permit is for $100.00 (valuation) or less. [i( have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. IShal1 0temployanypersoninanymannersoastobecomesubjecttotheWorker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation 1 4.50 4.50 PERMIT FEE $ 24.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes.c� 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 onsequence of t e grant of this permit. ate Jam•- Z1 3 ` f O ner ontractor ❑ Agent permit isired for excavations over 5"0" deep and demolition orin of ApplicanPres EAnOSHA ction of struct over 3 stories in height._ Mobile Home Installation Fee $ Energy Inspection Fee $ coNsT.•TyPE CON,70' TOTAL FEE $ 85.80 HAZ- I D. FEES I IMP FLj10JY coF PARCEL Po D I E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work a d abov for which fees have been paid. ate 7/ 1 PERMIT EXPIRES ON l etel ReceiptNo. 163125/248.00// &:' Z/� 3337 WHITE-D.D.S.-B.D. CANARY -ASSESSOR P tNKK- N PECTOR GOLDENROD -APPLICANT 248.nn+srA=T17_nn T�.. .. .. .r.+4. ••.,1.. � .-.. r,.-..�. r... f+. h� r�"�...���.w�.,, 1r'i*r.i...^.::vk�; ;i., `+rK'�'�'`..'+m....'>i�'+., ,,. ,. �,. ., ... *.4 C6,JNTYOF BUTTE - DEPARTMENTQF DEVELIOPMENTSERVICES -BUILDING IVI ONS, •G 7 COUNTY CENTER DRIVE - ORO . ILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 OWNER IS Proposed Building Use - PERMIT APPLICATION DATA SHEET d A. P. No. 06ff 0-/1IV Building Inspector Date 1,2SI At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items ha a been submitted. ........................................ 2. Plot plansof4 sets, signed by preparer of plans. . 3. 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). .... 9. Mobilehome t nd a��rr,,ufacturer's installation instructions, 2 sets. ........... 10. Fees of $ V ............. .......... ........ � . 11. Impact fees as shown on attached schedule.'V �er .....-California Department of Forestry plan approval ees.. ....13. Flood elevation letter (100 year flood) babVy Cajiforni ngine................... Sanitation and plot plan approval 0 ((.� Health Department . ............ 15. 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. .......... . D 19. ' it onstruction a royal re uired rior to occu anc ) nveway perms (c pp q P P Y• • Pn:-Inspection request 20. Pre -inspection for 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 owner , 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. When you issue the ppe�rrmit, process as follows: Mail to owner. Mail to contractor. _ Telephone &CS`1, (, 0 H and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Ap I'ant _ Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: it is"ng: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Contractor, designer, owner, was advised of above required data by _ phone _ mail Plans checked by . Date Plans approved by Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works - Counter by Date VU &iE Date ' Date 1'w y NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS. Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I, `J eW 74 owner of the building to be constructed asa (please print) lU&J Pool_ A( -fl( -56- under at 66 '661&t -r- (bldg.permit no.) (location) 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 maybe 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. Signature of Building Owner Mailing Address 3s- PGUm 4--S Or 920111 _F C4- �SY66 COUNTY OF BUTTE Telephone No. 7yS_ BUILDING DEPT JUN 0 9 1994 Mennucci & Rocchi, O.D.'s (916) 533.6604 Optometrists 1550 Myers Street; Suite A Oroville, California 95965 CouA1-r?DF gv7,/ &- &Ul 1--blN6 AV1510V T �oaaw- rt mb, c6A 60 . &f coUNIY OF BUTTE BUILDING DEPT CSD vj LLe- CA JUN o 9 1994 -5 � �y� ��1�-!y� osc�frcOT ..... ■.... D ffl'-�,AffllTESTING M: dLA:�.i -a CONSULTANTS Inspector's Daily Re PROJECT: Don Oswaldt INSPECTOR: M. Haydon WEATHER: Clear, Hot Materials 5050 Engineering Cohasset Road 'Nating and Chico, CA Inspection 06020 Crane (010) Cerlirlcatlon 801-1102ri FILE NO: 94326 PAGE NO: 1 of 1 DATE: 08 -04 - Arrived at the job site at 1300 hrs. Met with Don Oswaldt to determine methods to be used for torque testing high strength structural bolts. A randomly selected sample of three 5/8" bolts were tested in the Skidmore Wilhelm device to calibrate Mr. Oswaldt's torque wrench for this size of bolt. The average measurement on the three bolts was 130 ft/lbs. All 5/8" bolts were then torqued to this tension with no problems notes. Since Mr. Oswaldts torque wrench could only handle 200 ft/lbs, it was decided to tighten all 3/4" bolts was by the "turn -of -the -nut" method. in accordance with the AISC Steel Manual. All 3/4" bolts were hand tightened with a ratchet and socket as much as possible. The nuts were then marked. Using a "cheater bar", all nuts were then turned two flats. Approximately one third of the way through the 3/4" bolts, the ratchet broke. We were advised by Mr. Oswaldt that he would not complete tightening bolts until the following day. Departed the job at 1430 hrs. k�gk> n: n WORLBIRo OR""Ics ■�e■■� ■■■ ED COUNTY OF BUTTE Materials 5050 -�■•- ---•- BUILDING DEPT Engineering Cohasset Road ■■Fad\\■■■ ■■■l 1■■■ Testing and Chico, CA ME., --••• TESTING ACT , 4 Inspection B602fi ■■[ h. AM 1■■ -" ' ''- CONSULTANTS `cane `9I -6 O &—/\J■L/\-1 Certification 80l-fifi2u gfIDQIE[RO GRAPHIC! �COD�'' �-�NIS O (L i Structural Calculations LOADS DEAD LOADS ROOF SHINGLES PLYWOOD PURLINS RAFTERS CEILING INSULATION GYPSUM BOARD FURRINGS CEILING BEAMS FLOOR PLYWOOD GYPSUM BOARD FURRINGS FLOOR BEAMS FLOOR JOISTS LIVE LOADS ROOF ( HORIZONTAL PROJECTION ) FLOOR Sjq�� ZZ 0F = 3.0 psf = 2.0 psf = 1.0 psf = 1.0 psf 7.0 psf = 0.5 psf = 2.0 psf = 1.0 psf 1.0 psf 4.5 psf USE 5 psf = 3. 0 psf = 2.0 psf = 1. 0 psf 1. 0 psf 3. 0 psf 10.0 psf = 30 psf = 40 psf WIND LOAD USE UNIFORM BUILDING CODE, 1991 EDITION, NORMAL FORCE METHOD. BASIC WIND SPEED = 80 mph EXPOSURE = C P 7 (Ce) (Cq) (qs) (I) I = 1 qs = 18.4 psf Ce- = 1.06 Cq_ WINDWARD WALL = 0.8 (inwards) LEEWARD WALL = 0.5 (outwards) WINDWARD ROOF = 0.9 (outwards) OR = 0.3 (inwards) LEEWARD ROOF = 0.7 (outwards) WINDWARD WALL PRESSURE _ —13.9072 psf LEEWARD WALL PRESSURE _ (1. 06) (0. 5) (16. 4) (1 ) _ —6.6920 psf WINDWARD ROOF' _ (1. 06) (0. 9) (16. 4) (1 ) _ —15.6456 psf OR _ (1.06) (0.�) = 5.2152 psf LEEWARD ROOF _ —12.1668 psf 3 SEISMIC LOADS USE UNIFORM BUILDING CODE, 1991 EDITION. SEISMIC ZONE = 4 -// V=ZICW Rw Z = 0.4 I = 1 C = 2.75 Rw = 6 - V = (0.4) (1) (2.75) (W) 6 = 0.1833(W) DISTRIBUTE SHEAR OVER THE HEIGHT OF THE STRUCTURE ACCORDING TO THE UBC 2334 EQUATION 34-8. Fx = (V -Ft) (wx) (hx) " (wi).(hi) Softek Services Ltd URC 91, 30 'PSF RLL', 80 MPH WIND, EO. ZONE 4 TYP FRAME +�** INITIALIZING DATA Job Description: UBC 91, 30 PSF RLL, 801 MPH WIND,, E0. ZONE 4 Frame Description: TYP FRAME Structure Parameters Members ........... 9 Joints ............ 8 Springs ........... 0 Sections .......... c Materials ......... 1 Load Cases ........ 5 Load Combinations . 4 User Name: B. WANG Analysis Options Linear, Elastic Analysis Imperial Units P—FRAME 1.04 (c) 1985 Softek Services Ltd Head Office: 5729 West Boulevard, Ste Vancouver, B.C. V6M 3W8 Canada (604)263-2726 Softek assumes no responsibility for the accuracy, validity or applicability of the results of P—FRAME. R—FRAME Input Data. Str No. 01 B. WANG 03 May 94 07:12 am 4 Softek Services Ltd SECTION PROPERTY DATA +�** Sec X -sectional Mom. Inertia Shear Area Section Mod Plastic Moment No. Area (int) (04) (int) (03) Capacity (K -ft) 1 1.206 12.36 0 2.486 0 2 1.675 17.004 0 3.579 0 Notes: 1. Non -zero Cross-sectional Area and Moment of Inertia are mandatory. 2. For non -zero Shear- Area, shear stresses are calculated. 3. For non -zero Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). 4. For non -zero Elastic Section Modulus (S), stresses are calculated. 5. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. -------------------------------------------------------------------------------- *** MATERIAL PROPERTY DATA *** Material Youngmod Shearmod Density Coeff Exp Fy Yield Number (ksi) (ksi) (K/ft3) (/F 1.EV (ksi) 1 29500 0 0 0 55 Notes: 1. Elastic Modulus (Young's Modulus) is mandatory. 2. For; non -zero Shear Modulus and Shear Area, secondary deflections due to shear are included (linear elastic analysis only). 3. Non -zero density is required if self -weight is specified and member weight is to be considered (linear elastic and plastic analysis). 4. Non -zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis). 5. Non -zero Yield Stress is mandatory for plastic analysis. P -FRAME Input Data Str No. 01 B. WANG 03 May 94 07:12 am UBC 911 30 PSF RLL, 80 MPH WIND, EQ. ZONE 4 UP FRAME ** JOINT DATA *** Joint X - coord. Y - coord. X - Degree Y - Degree Z - Degree Number (feet) (feet) of Freedom of Freedom of Freedom 1 3 0 0 0 1 2 18 0 0 0 1 3 0 9 1 1 1 4 3 10 1 1 1 5 10.5 10 1 1 1 a 10.5 12.5 1 1 1 7 18 10 1 1 1 8 21 9 1 1 1 Note: Degree -------------------------------------------------------------------------------- of Freedom: 0=restrained 1=free .j=coupled to joint 'j' , SECTION PROPERTY DATA +�** Sec X -sectional Mom. Inertia Shear Area Section Mod Plastic Moment No. Area (int) (04) (int) (03) Capacity (K -ft) 1 1.206 12.36 0 2.486 0 2 1.675 17.004 0 3.579 0 Notes: 1. Non -zero Cross-sectional Area and Moment of Inertia are mandatory. 2. For non -zero Shear- Area, shear stresses are calculated. 3. For non -zero Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). 4. For non -zero Elastic Section Modulus (S), stresses are calculated. 5. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. -------------------------------------------------------------------------------- *** MATERIAL PROPERTY DATA *** Material Youngmod Shearmod Density Coeff Exp Fy Yield Number (ksi) (ksi) (K/ft3) (/F 1.EV (ksi) 1 29500 0 0 0 55 Notes: 1. Elastic Modulus (Young's Modulus) is mandatory. 2. For; non -zero Shear Modulus and Shear Area, secondary deflections due to shear are included (linear elastic analysis only). 3. Non -zero density is required if self -weight is specified and member weight is to be considered (linear elastic and plastic analysis). 4. Non -zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis). 5. Non -zero Yield Stress is mandatory for plastic analysis. P -FRAME Input Data Str No. 01 B. WANG 03 May 94 07:12 am Notes: 1. Member End Types: 1=fixed (rigid connection) 0=pinned (pinned connection). 2. Attribute Type 0 indicates that the member has been deleted. P -FRAME Input Data Str No. 01 P. WANG 03 May 94 07:12 am 0 Softek Services Ltd UPC 91-, 30 PSF RLL, 80 MPH WIND, ED. ZONE 4 TYP FRAME *# MEMBER CONNECTIVITY DATA ** Member Lower Greater Section Material Lower Greater Attribute Length Number Joint Joint Number Number End Type End Type Type (ft) 1 1 4 2 1 1 1 1 10. 2 c 7 2 1 1 1 1 10. 3 5 6 1 1 1 0 1 2.5 4 4 5 1 1 1 1 1 7.5 5 5 7 1 1 1 1 1 7.5 6 3 4 1 1 1 1 1 3.1623 7 4 6 1 1 1 1 1 7.9057 8 6 7 1 1 1 1 1 7.9057 9 7 8 1 1 1 1 1 3.1623 Notes: 1. Member End Types: 1=fixed (rigid connection) 0=pinned (pinned connection). 2. Attribute Type 0 indicates that the member has been deleted. P -FRAME Input Data Str No. 01 P. WANG 03 May 94 07:12 am 0 7 Scale1" - 7.889875 ft I Softek Services Ltd URC 91, 30 RSF RLL, 80 MRH WIND, E0. ZONE 4 TYP FRAME **# LOAD INITIALIZING DATA ** Load Number of Number of Load Case Case Loaded Joints Loaded Members Description 1 0 6 DL 0 4 LL s 0 6 WL (W. W. 0.) 4 0 6 WL (W. W. I.) 5 1 0 SEISMIC LOAD 0 -------------------------------------------------------------------------------- *** JOINT LOAD DATA ** LOAD CASE 5 Record Loaded Horizontal Vertical Torsional Number Joint Load (kips) Load (kips) Load (K -ft) 1 4 .55 0 0 Notes: 1. Joint loads act in the global coordinate system. Positive Horizontal Loads act in the positive X direction. Positive Vertical Loads act in the positive Y direction. 4. Positive Torsional Loads act counter -clockwise. *** MEMBER LOAD DATA *** LOAD CASE 1 - member distributed loads Rec Mem Sloped UDL Pro.j. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft -slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 1 4 -.04 0 0 0 0 0 5 -.04 0 0 0 0 0 15 6 -.056 0 0 0 0 0 4 7 -.056 0 C7%1 0 C110 5 8 -.056 0 0 0 0 0 6 9 -.056 0 0 0 0 0 LOAD CASE e - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 1 6 0 -.24 0 0 0 0 2 7 0 -.24 0 0 0 0 3 8 0. -. 24 0 0 0 0 4 9 0 -.E4 0 0 0 CA. R -FRAME Input Data Str No. 01 B. WANG 0_3 May 94 07:12 am Softek Services Ltd 9 URC 91, 30 PSF RLL, 80 MPH WIND, E0. ZONE -4 TYP FRAME LOAD CASE 3 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 1 1 0 0 0 0 0 0 -.07 0 0 0 3 6 0 0 .125 0 0 0 4 7 0 0 .125 0 0 0 5 8 0 0 .697 0 0 0 6 9 0 0 .097 0 0 0 LOAD CASE 4 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 1 1 0 0 -.111 0 0 0 0 0 -.07 0 0 3 6 0 0 -.042 0 0 0 4 7 0 0 -.046: 0 0 0 5 8 0 0 .097 0 0 0 6 9 0 0 .097 0 0 0 Notes: 1. Sloped UDL, Projected UDL & Point Loads act in the global coordinate system. 2. Local Perpendicular, Local Parallel, Triangular and Thermal Loads act in the local member coordinate system. 3. Triangular Loads are 0 at the lower .joint with the magnitude specified at the greater ,joint. -------------------------------------------------------------------------------- *** LOAD COMBINATION DATA *** Load Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb Comb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 15 a .75 3 1 .75 4 .75 4 1 .75 5 .75 P -FRAME Input Data Str No. 01 B. WANG 03 May 94 07:12 am Undeformed Geometry Scale 1" = 7.889875 ft - b I I I I ! I I 41vc- Z,9,90 inde:ormed Geometry W "VP .COD (, W . W, L J e 1 " = 7. " = 7.889875 ft /D o_ AJVAJO Z0-4O (w. w , z.) I u i m unaetorMea t2eoMecry Scale 1" = 7.889875 ft S�/SM/G Loop I I I I I I I I 1 i I I I I Softek Services Ltd UPC 91, 3P P$F RLL, 80 MPH WIND, ET ZONE 4 �Z TYP FRAME # MEMBER FORCES *** Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Sheat @ GJ BM @ GJ No. Case (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1 1 .920 -.026 0.000 -.920 .026 -.260 2 2.020 -.047 0.000 -2.520 .047 -.472 3 -1.801 .963 0.000 1.801 .147 4.078 4 -.730 1.240 0.000 .730 -.130 6.852 5 -.367 .277 0.000 .367 -.277 2.774 2 1 .920 .026 0.000 -.920 -.026 .260 2 2.520 .047 0.000 -2.520 -.047 .472 3 -.530 .749 0.000 .530 -.049 3.992 4 .152 1.056 0.000 -.152 -.356 7.063 5 .367 .273 0.000 -.367 -•273 G./cb 3 1 -.236 0.000 0.000 .236 0.000 0.000 2 .200 0.000 0.000 -.200 0.000 0.000 3 -.059 .509 1.273 .059 -.509 0.000 4 .004 .916 2.290 -.004 -.916 0.000 5 -.010 .351 .877 .010 -.351 0.000 4 1 -.919 .182 .230 .919 .118 .010 -2.097 .100 .238 2.097 -.100 .513 3 .687 -.408 -2.225 -.687 .408 -.836 4 -.0130 -.677 -3.894 .080 .677 -1.183 5 .069 -.266 -1.529 -.069 .266 -.463 5 1 -.919 .118 -.010 .919 .182 -.230 2 -2.097 -.100 -.513 2.097 .100 -.238 3 1.196 -.349 -.437 -1.196 .349 -2.184 4 .836 -.681 -1.107 -.836 .681 -4.002 5 .419 -.256 -.415 -.419 .256 -1.505 6 1 0.000 0.000 0.000 .056 .168 -.266 2 0.000 0.000 0.000 .228 .683 -1.080 3 0.000 0.000 0.000 0.000 -.395 .625 4 0.000 0.000 0.000 0.000 .133 -.210 5 0.000 0.000 0.000 0.000 0.000 0.000 7 1 1.074 .233 .295 -.934 .187 -.112 2 2.572 .935 1.314 -2.002 .773 -.676 3 -.95 -.756 -2.478 .953 -.232 .408 4 -.064 -.167 -2.748 .064 .499 .114 5 .162 -.160 -1.245 -.162 .160 -.023 8 1 .934 .187 .112 -1.074.G33 "_ - 295 2 2.002 .773 .676 -2.572 .935 -1.314 3 -1.366 .602 -.408 1.366 -.164 -1.323 4 -.622 -.724 -.114 .622 -.043 -2.576 5 -.104 -.151 .023 .104 . i51. -1.221 9 1 -.056 .168 .266 0.000 0.000 0.000 P -FRAME Linear Elastic analysis results Str No. 01 P. WANG 03 May 94 07:14 am Softek Services Ltd UPC 911 30 RSF RLL, 80 MPH WIND, EQ. ZONE 4 �3 T'YP FRAME Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Case (kips) (kips) (K -ft) (kips) (kips) (K -ft) 2 -.888 .683 1.080 0.000 0.000 0.000 3 0.000 -.307 -.485 0.000 0.000 0.000 4 0.000 -.307 -.485 0.000 0.000 0.000 5 0.000 0.100 0.000 0.000 0.000 0.000 Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1 1 3.440 -.073 0.000 -3.440 .073 -.731 2 -.661 .703 0.000 .661 .130 8.864 3 .148 .911 0.000 -.148 -.078 4.944 4 .415 .189 0.000 -.415 -.189 1.886 2 1 3.440 .073 0.000 -3.440 -.073 .731 2 .893 .581 0.000 -.893 -.056 3.189 3 .804 .812 0.000 -.804 -.287 5.498 4 .965 .224 0.000 -.965 -.884 2.239 3 1 -.036 0.000 0.000 .036 0.000 0.000 _ -.221 __1 .388 .955 .881 -.382 0.000 3 -.174 .687 1.718 .174 -.687 0.000 4 -.184 .263 .658 .184 -.263 0.000 4 1 -3.016 .288 .469 3.016 .018 .523 2 .174 -.170 -1.496 .174 .395 -.620 3 -.749 -.371 -2.748 .749 .596 -.880 4 -.638 -.063 -.974 .638 .888 -.340 5 1 -3.016 .00 t► -. 523 3.016 .282 -.469 2 .808 -.174 .3.35 -.208 .399 -1.811 3 -.068 .482 -.838 .068 .647 -3.174 4 -.375 -. 104 -.318 .375 .329 -1.302 6 1 0. 000 0. 000 0.000 .284 .851 -1.346 2 0.000 0. 000 0.000 . 042 -.170 .270 3 0.000 0.000 0.000 .042 .226 -.357 4 0.000 0.000 0.000 .042 .186 -.199 7 1 3.645 1.168 1.608 -8.936 .960 -.787 2 .091 -.392 -1.637 .014 -.034 .222 3 .757 .Otis -1.840 -.652 .515 .001 4 .926 . 055 -.712 -.821 .260 -.10-1 8 i 2.936 .960 .787 -3.645 1.168 -1.608 2 -.324 -.312 -.222 . 2199p .052 -1.214 233, -.403 -.001 -.338 .142 -2.153 4 .622 .027 .101 -.727 .888 -1.137 9 i -.284 .851 1.346 0.000 0.000 01.000 2 -.042 -.104 -.165 0.000 0.000 0.000 P -FRAME Linear Elastic analysis results Str No. 01 B. WANG 03 May 94 07:14 am Softek Services Ltd UBC 91, 30 PSF RLL, Q MPH WIND, EQ. ZONE 4 hP FRAME Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 3 -.042 -.104 -.165 0.000 0.000 0.000 4 -.042 .126 .199 0.000 0.000 0.000 Notes: 1. Positive axial forces act in the positive local (member) x direction. c. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter -clockwise. P -FRAME Linear Elastic analysis results Str No. 01 B. (,WANG 03 May 94 07:14 am Softek Services Ltd URC 91, 30 PSF RLL,, 80 MPH WIND, E0. ZONE 4 TYP FRAME ** SUPPORT REACTIONS *** Load Case Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Case (kips) (kips) (K -ft) 1 1 .026 .920 0.000 2 .047 2.520 0.000 3 -.963 -1.801 0.000 4 -1.240 -.730 0.000 5 -.277 -.367 0.000 2 1 -.026 .920 0.000 2 -.047 2.520 0.000 3 -.749 -.530 0.000 -1.056 .152 0.000 5 -.273 .367 0.000 Load Combination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Combination (kips) (kips) (K -ft) i 1 .07-3, 3.440 0.000 2 -.703 -.661 0.000 3 -.911 .142 0.000 4 -.189 .415 0.000 2 1 -.073 3.440 0.000 2 -.5B1 .293 0.000 3 -.612 .804 0.000 4 -.224 .965 0. 000 Notes: 1. Positive X -reactions act in the positive global X direction. 2. Positive Y -reactions act in the positive global Y direction. 3. Positive Z -reactions act col -inter -clockwise. P -FRAME Linear Elastic analysis results Str No. 01 P. WANG 03 May 94 07:15 am /5 4 .073 3.44 3.44 ,' ``.``� ................................ + t -.661 .%93 Load Combination --) 3 Support Reactions kips or E -ft .142 .804 17 Load Combination --> 4 Support Reactions kips or R -ft i I ...... f-.189 f-.224 t, t .415 .965 0 Tri -Steel Structures URC 91, 30 PSF RLL, 60 MPH WIND, EQ. ZONE 4 TYP FRAME Job Description : UPC 91, 30 PSF RLL, 60 MPH WIND, Eu. ZONE 4 Frame Description : TYP FRAME STRUCTURAL MEMBER DESIGN ------------------------- DESIGN CRITERIA FROM * Uniform Building ode 1985) edition • Specification for the design of Cold -formed steel structural member By American Iron and Steel Institute August 196E Code TRI -STEEL STRUCTURES, INC. Member Design Str No.01 B. WANG, C- /q Tbi-Steel Structures URC 911 30 PSF RLL, 80 MPH WIND, EU. ZONE 4 TYP FRAME GIVEN :Member No. ------- 1 Max. axial force -0.142 Kips Load Combination - 3 Max. Shear Force 0.911 Kips Length of Member - 10.000 Ft. Max. End Moment 4.944 K -Ft. # Select 8 In. x 3.5 In. x 12 Gage - CEE Section SOLUTION : Section Properties Depth Width Thick. Lip Radius Ixx Sxx Rx Area In. In. In. In. In. In. "4 In.' 3 In. In•''•2 8.000 3.500 0.104 0.912 ---------------------------------------------------------------------------- 0.177 17.004 4.251 3.186 1.675 Sub -Element Flat -Width Effective Width Specification ----------- In. In. Reference Web 7.542 4.085 ( Sec B2.3 ) Flange 3.042 2.570 ( Sec R2.1 ) Lip 0.683 0.167 ( See B4.2 ) Flat -width to thick. ratio of flange- 29.250 t Sec B1.1 ) Effective Area of CEE section ------- 1.110 4 2 { Sec C4 ) Elastic flexural buckling stress --- 205.446 ksi ( See C4.1 ) (Nominal) failure sties=_ ------------- 51.319 ksi ( Sec C4 -a ) Allowable axial lead --------------- 29.662 Kips ( Sec C4 ) Allowable axial .load @ L = 0 -------- 30.621 Kips Tenderness ratio of Web ---=-------- 72.519 ( Sec B1.2 ) Shear area of CEE section ----------- 0.784 In�2 Allowable Shear force --------------- 12.098 Nips ( Sec C3.2 ) Section Modulus for load @ X - axis - 3.579 In�3 ( Sec C3.1 ) Allowable Bending moment ------------ 9.82; K -Ft. ( Sec C3.1 > End moment coeffi./(Magnification factor) -- 0.851 Combined Axial force R Rending moment Factor 0.508 ( Sec C5 ) Member Design qtr No.01. B. WANG 05-03-1904 as Tri -Steel Structures UBC 91, SO PSF RLL, 80 MPH WIND, EQ. ZONE 4 TYp FRAME GIVEN :Member No. ---•---- 2 Max. Axial force -0.804 Kips Load Combination - 3 Max. Shear Force 0.812 Kips Length of Member - 10.000 Ft. Max. End Moment 5.492 K -Ft. # # Select 8 In. x 3.5 In. x 15 Gage - CEE Section SOLUTION : Section properties ---------------------------------------------------------------------------- Depth Width Thick. Lip Radius Ixx Sxx Rx Area In. In. In. In. In. In. "4 In. "3 In. In'''•2 8.000 3.500 0.104 0.912 0.177 --•--------------------------------------------------------------------------- 17.004 4.251 3.186 1.675 Sub -Element Flat -Width Effective Width Specification ------------ In. In. Reference Web 7.542 4.085 ( Sec B2.3 ) Flange 3.042 2.570 ( Sec B2.1 ) Lip 0.683 0:167 ( Sec B4.2 ) Flat -width to thick. ratio of flange- 29.250 ( Sec B1.1 ) Effective Area of CEE section ------- 1.110 In"2 ( Sec C4 ) Elastic flexural buckling stress --- 205.446 ksi ( Sec C4.1 ) '('nominal) failure stress ----�----••----•--- _ 51. x;19 ksi ( Sec C4 --a r _ Allowable axial load --------------- 29.662 Kips t See C4 Allowable axial load @ L = 0 --------- 30.621 Kips Slenderness ratio of Web ------------ 72.519 ( Sec B1.2 ) Shear- area of CEE section -----------' 0.784 In�2 Allowable Shear force --------------- 12.098 Kips ( Sec C3.2 ) Section Modulus for load @ X - axis - 3.579 In 3 ( Sec C3.1 ) Allowable Bending moment ------------ 9.823 K -Ft. ( Sec C3.1 ) End moment coeffi./(Magnification factor) -- 0.854 Combined Axial force K Bending moment Factor 0.586 ( Sec C5 ) Member Design Str No.01 B. WANG 05-03-1994 Tri -Steel Structures UPC 91, 36 PSF RLL, 80 MPH WIND, E0. ZONE 4 T`fP FRAME GIVEN :Member No. ------- 3 Max. Axial force 0.174 Kips Load Combination - 3 Max. Shear Force -0.687 Kips Length of Member - 2.500 Ft. Max. End Moment -1.718 K -Ft. * # # Select 8 In. x 3.5 In. x 14 Gage - CEE Section SOLUTION : Section Properties ------------------------------ Depth Width Thick. Lip p In. ��77In. 1T In. In. 8.000 .;x.500 0.075 1.827 ------------------------------ ------------------------------------------- Radius Ixx Sxx Rx Area In. In. `'`4 In.� 3 In. In•"•2 11'' 0. 162 ------------------------------------------- 12.360 3.090 1 3.202 1.206 Sub-Element Flat -Width Effective Width ----------- In. In. Web 7.600 7.600 Flange 3.100 3.100 Lip 0.627 0.627 Flat -width to thick. ratio of flange- 41.333 Effective Area of CEE section ------- 1.206 InQ Allowable tensile Load ------------- 39.705 Kips Slenderness ratio of Web 101.333 Shear area of CEE section ----------- 0.570 In"2 Allowable Shear force --------------- 4.635 Kips Section Modulus for load @ X - anis - 2.486 l03 Allowable Pending moment ------------ 6.823 K -Ft. Combined Axial force & Pending moment Factor 0.256 Member- Design P. WANG Specification Reference ( Sec B2.3 ) ( Sec P2.1 ) ( Sec P4.2 ) ( Sec B1. i ) ( See C2 ) Sec B1.._ ) ( Sec C3.2 Sec C3. 1 ) ( Sec C3. 1 ( 'Sec C5 ) Str-• No. 01 5-03-1994 zi Tri -Steel Structures UPC 91, 30 PSF RLL, 80 MPH WIND, EO. ZONE 4 TYP FRAME GIVEN :Member No. ------- 4 Max. Axial force 0.749 Kips Load Combination - 3 Max. Shear Force 0.596 Kips Length of Member - 7.500 Ft. Max. End Moment 2.748 K -Ft. # # Select 8 In. x 3.5 In. x 14 Gage - CEE Section SOLUTION : Sec=tion Properties ---------------------------------------------------------------------------- Depth Width Thick. Lip Radius Ixx Sxx Rx Area In. In. In. In. In. In."4 In.'3 In. In"2 8.000 3.500 0.075 0.827 0.162 12.360 3.090 3.202 1.206 ----------------------------------------------------------------------------- Sub-Element Flat -Width Effective Width ----------- In. In. Web 7.600 7.600 Flange 3.100 3.1100 Lip 0.627 0.627 Flat -width to thick. ratio of flange- 41.332. Effective Area of CEE section -------- 1.206 102 Allowable tensile load ------------- 39.705 Kip_ Slenderness ratio of Web -------••------ 101.3.33 Shear area of CEE section ----------- 0.570 In'2 Allowable Shear force --------------- 4.635 Kips Section Modulus for load @ X - anis. - 2.486 In"3 Allowable Bending moment ------------- 6.823 K -Ft. Combined Axial force & Bending moment Factor 0.422 Member Design B. WANG Specification Reference ( Sec B2.3 ) ( Sec B2.1 ) ( Sec B4.2 ) ( Sec B1.1 ) ( Sec C2 ) ( Sec Bl. c ( Sec C3.2 ) ( Sec C3. 1 ) ( Sec C3.1 ) ( Sec C5 > Str No. 01 05-03-1994 ?2 rr-•i-Steel Structures UBC 911 30 PSF RLL, 80 MPH WIND, EE!. ZONE 4 TYP FRAME GIVEN :Member No. ------- 5 Load Combination - 3 Length of Member - 7.500 Ft. Max. Axial force 0.062 Kips Max. Shear Force 0.647 Kips Max. End Mament -3.174 K -Ft. # # Select 8 In. x 3.5 In. x 14 Gage - CEE Section SOLUTION Section Properties Depth Width Thick. Lip Radius Ixx Sxx Rx Area In. In. In. In. In. In."4 In."3 In. In"2 8.000 3.500 ---------------------------------------------------------------------------- 0.075 0.827 0.162 12.360 3.090 3.202 1.206 Sub -Element Flat -Width Effective Width Specification ----------- In. ( Sec In. Reference Web 7.600 7.600 ( Sec B2.3 ) Flange 3.00 3. 100 ( Sec B2.1 ) Lip 0.627 0.627 ( Sec B4.2 ) Flat -width to thick. ratio of flange- 41.333 ( Sec B1.1 ) Effective Area of CEE section --•------- 1.206 102 Allowable tensile toad -•--------------- - X9.705 Kips ( ec See -l:-c: ) Slenderness ratio of Web - - 101.333 ( EC B1.2 ) Shear area of CEE section ------------ 0.570 In``2 Allowable Shear force --------------- 4.635 Kips ( Sec C3.2 ) Section Modulus for load @ X - axis - 2.486 In'•••3 ( Sec C3.1 ) Allowable Bending moment ------------ 6.823. K -Ft. ( Sec C3.1 ) Combined Axial force & Bending moment Factor 0.467 ( Sec C5 ) Member Design Str No. 01 B. WANG 05-03-1994 Tri -Steel Structures URC 911 30 PSF RLL, 80 NPH WIND, E0. ZONE 4 TYP FRAME GIVEN :Member No. ------- 6 Max. Axial force 0.284 Kips Load Combination - 1 Max. Shear Force 0.851 Kips Length of Member - 3.162 Ft. Max. End Moment -1.346 K -Ft. Select 8 In. x 3.5 In. x 14 Gage - CEE Section SOLUTION Section Properties ------------------------------------------------------------7--------------- Depth Width Thick. Lip Radius Ixx Sxx Rx Area In. In. In. In. In. In.�4 In.'3 In. In"2 8.000 3.500 0.075 0.827 0.162 12.360 3.090 3.202 1.206 ---------------------------------------------------------------------------- Sub-Element Flat -Width Effective Width ---•-------- In. In. Web 7.600 7.600 Flange 3.100 3.100 Lip 0.627 0.627 Flat -width to thick. ratio of flange- 41.3.3 Effective Area of CEE section -------- 1.206 In`''•2 Allowable tensile load ------------- 39.705 Kip= Slenderness ratio of Web 101.333 Shear area of CEE section ----------- 0.570 In"2 Allowable Shear force --------------- 4.635 Kips Section Modulus for load @ K - axis - 2.486 In"3 Allowable Bending moment ------------ 6.823 K -Ft. Combined Axial force k Bending moment Factor 0.204 Member Design B. WANG Specification Reference ( Sec B2.3 ) ( Sec B2.1 ) ( Sec B4.2 ) ( Sec B1.1 ) ( Sec Com'_ ) ( 'See B1.2 ) ( See C3.2 ) ( Sec C3. i ) ( Sec C3.1 ) ( Sec C5 ) Str No. 01 05-03-1994 2�5' T'ri-Steel Structures URC 911 30 PSF RLL, 80 MRH WIND, EO. ZONE 4 TYP FRAME GIVEN :Member No. ------- 7 Max. Axial force -3.645 Nips Load Combination - 1 Max. Shear Force 1.168 Kips Length of Member - 7.906 Ft. Max. End Moment -1.608 K -Ft. Max. Span Moment 0.925 K -Ft. * Select 8 In. x 3.5 In. x 14 Gage - CEE Section SOLUTION : Section Properties ---------------------------------------------------------------------------- Depth Width Thick. Lip Radius Ixx Sxx Rx Area In. In. InIn. In. In. `••4 In.' 3 In. In"2 0. 7 8.000 3.500 .075 .827 0.162 ------------_.--------------------------------------------------------------- 12.360 3.090 3.202 1.206 Sub -Element Flat -Width Effective Width Specification ----------- In. In. Reference Web 7.600 3.044 ( Sec B2.3 ) Flange 3.00 2.246 ( Sec B2.1 ) Lip 0.627 0.188 ( Sec B4.2 ) Flat -width to thick. ratio of flange- 41.333 ( Sec B1.1 ) Effective Area of CEE section -------- 0.670 In"2 ( Sec C4 ) Elastic flexural buckling stress --- 331.923 ksi ( See C4.1 ) (Nominal) failure stress ----------- 52.722 ksi ( See C4 -a ) Allowable axial load -----•----------- 18.398 Kips ( Sac a_4 ) Allowable axial load @ L = 0 -------- 18.880 Kips Slenderness ratio of Web 101.333 t See B1.2 Shear area of CEE section ----------- 0.570 In"2 Allowable Shear force --------------- 4.635 Kips ( Sec C3.2 ) Section Modulus for load @ X - axis - 2.486 In"3 ( Sec C3.1 ) Allowable Bending moment ------------ 6.823 K -Ft. ( See C3.1 ) End moment c•oeffi./(Magnification factor) -- 0.865 Combined Axial force & Bending moment Factor 0.402 ( See C5 > Combined Axial force R• Bending moment Factor 0.429 ( Eq. C5 --2) Moment of Inertia for deflection @ X-axis 10.795 In'4 Span/Deflection ratio of the member ----- 5419.899 Member Design Str No.01 B. WANG 05-03-1994 rri-Steel Structures UBC 91, 30 PSF RLL, 80 MPH WIND, EO. ZONE 4 TYP FRAME GIVEN :Member No. ------- 8 Load Combination 1 Length of Member - 7.906 Ft. Max. Axial force --3.645 hips Max- Shear Force 1.168 Kips Max. End Moment -1.608 K -Ft. Max. Span Moment 0.925 K -Ft. # # Select 8 In. x 3.5 In. x 14 Gage - CEE Section SOLUTION : Section Properties ---------------------------------------------------------------------------- Depth Width Thick. Lip Radius Ixx Sxx Rx Area In. In. In. In. In. In.'4 In. `3 In. In"2 B-000 3.500 0.075 0.827 0.162 ----.------•-------------------------------------------- 12.360 3.090 ---------------------- 3.202 1.206 -- Sub -Element Flat -Width Effective Width Specification ------------- In. In. Reference Web 7.600 3.044 ( Sec B2.3 . Flange 3.100 2.246 ( Sec B2.1 > Lip 0.627 0.188 ( Sec B4.2 ) Flat -width to thick. ratio of flange- 41.333 ( Sec B1.1 ) Effective Area of CEE section -------- 0,670 In"2 ( Sec C4 Elastic flexur=al buckling stress --- 331.923 ksi ( See C4.1 i (Nominal) failure _tress -•---------------- 52.722 ksi ( 'pec C4 -a ) Allowable axial load ----•-------------- 18.39=+ Kips ( Sec C4 ) Allowable axial load @ L = 0 --•------- 18.880 Kips _..----- Slenderness ratio of Web ------- 1'01 � i - See ec B=. 2 � Shear area of CEE section ----------- 0.570 l02 Allowable Shear force --------------- 4.6:5 Kips ( Sec C3.2 ) Section Modulus for load @ X - axis - 2.486 In"3 ( Sec C3.1 l Allowable Bending moment ------------ 6.82: K -Ft. ( See C3.1 ) End moment coeffi./(Magnification factor) -- 0.865 Combined Axial force & Bending moment:.Fac•tor 0.402 ( Sec CCS ) Combined Axial force K Bending moment Factor 0.429 ( Eq. C5 -2) Moment of Inertia for deflection @ X-axis 10.795 In"4 Span/Deflection ratio of the member ----- 54:3.404 Member Design _ �•tr (�lc�. ��1 B. WANG 05-03-1994 0. Thi -Steel Structures URC 91, 30 PSF RLL, 80 MRH WIND, Eu. ZONE 4 TYR FRAME GIVEN :Member No. ------- 9 Max. Axial force 0.584 Kips Load Combination - 1 Max. Shear Force 0.851 Kips Length of Member - 3.162 Ft. Max. End Moment -1.346 K -Ft. Select 8 In. x 3.5 In. x 14 Gage - CEE Section SOLUTION Section Properties ----------------------------------------------------------------------------- Depth Width Thick. Lip Radius Ixx Sxx Rx Area In. In. In. In. In. In."4 In.'3 In. In^2 8.000 3.500 0.075 0.827 0.162 12.360 3.090 3.202 1.206 ---------------------------------------------------------------------------- Sub-Element Flat -Width Effective Width --=-------- In. In. Web 7. 600 7.6014) Flange 3.100 3.100 Lip 0.627 0.627 Flat -width to thick. ratio of flange- 41.333 Effective Area of CEE section ------- 1.506 Irr 2 Allowable tensile load ------------- 39.705 Kips Slenderness ratio of Web --------------- 101.333 Shear area of CEE section ------------ 0.570 In'2 Allowable Shear force --------------- 4.635 Kips Section Modulus for load @ X - axis - 2.486 In`''•3 Allowable Bending moment ------------ 6.823 K -Ft. Combined Axial force n Bending moment Factor 0.504 Member Design D. WANG Specification Reference ( Sec R;_. ( Sec B2.1 ? ( Sec B4.2 ? ( Sec B1. i ) ( Sec CS ) ( Sec B1.2 ( Sec C3.2 ) ( Sec C3. 1 ) ( Sec C3.1 ) ( Sec C5 ) Str No. 01 05-03-1994 z1 ... .......... ....... ..... ............. 7/-9' 1-445 Es- Tri -Steel ' ® Structures, Inc. 5400 S. Stenunons Ftvry., Dentm, Texas 76205 (817)497.7070 Fax: (817) 497-7497 Pi 1875FTs ...........:.............:..............:.............:.............:...............s....................... 15� t�TZ u E= 22. .O h z x SDl......= Z 3o PURLIN DESIGN Dead load Shingles ............... ....3.00 psf Plywood ......................2.00 psf Purlins ......................1.00 psf 6. 00 psf Purlin Load times spacing ..12.00 plf Live Load Roof Live load..............30.00 psf Purlin Load times spacing... 60.00 plf Total Load on Purlin .......72.00 plf M = .072x(8)^2x12 B = 6.912 K -in. Try P2.5 Purlins Mallowable = 7.165 k -in. Ix = 0.485 in.4 Mallowable = 7.165 k -in. > Mregd. = 6.912 k -in. ...O.K. Deflection Actual = 0.013xO.06x(8)•^4x1728 = 0.3859 29500xO.485 Deflection allowed = 8x12 240 = 0.4 in. ) 0.3859 in.:..... o. k. Use P2.5 @ 2 FT. C/C W1 HRT SECTION ,(-PuRLINS) --= ------- L1 L3 =� ANGLE T H1 L1 = 3,500 In. L3 1.250 In. Hi = 2,500 In, ANGLE _ 60.000 Dea, F = 33.000 R51 . T I CENES S= 0,048 In. INSIDE BEND RADIUS = 0,135 In, Fell section Area = 0,504 In,"3 Weight of section = 1.715 Flf Top flange i n compression - --- ------ -- ----------- Load Capaci t Determination ==� xx = 0,465 In, ^4 Sxtop = 0,363 In, ^3 SxhottoM = -0,383 In,^3 Allow, Moment =. 7,165 In, -Kips Deflection Determination,==) Ixx = 0,485 In,^4 Eff, Section Determination Load Deflection Comp, Flange 88,17 / 100,00 Z Web 100,00 / 100,00 '/. Total Section 97,43 I 100,00 I ,1•sF!F►.ii 's`^: YJ�Jr�"'`.f'.... �' �%`1i�+ v_'r'�',. a i y �. „ f.•"" +,.0 i; l i %` t r,+3 "i,>4!.%'iSat=-S+,i �� •'41t .a`ri`'.;`qtiGr3,4,^tj;rM'0a''aa�5x?RV ._ 68-13-134 92-624 t ROCCHI, Steven 66 Palermo Dr, �Orov lle (elec/well&tennis ct) CONTR Mike Evans R • .iT r 1 • OFFICE COPY Address + GAS eter By -- y Date E ECTRIC' t Me er By i • r�r .+'R`7r'�""T' �••--•Rrt�.:.,-.�-,.-•-'-+wp�•ti.*rc•�r,p�:Fjq�;�`7�;�i�: � ...r r,,� K�'r1�:.1 p COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 06S--130-134 ZONING (fin. -1 BUILDING PERMIT OWNER Ste en Rocchi TELEPHONE 589-5198 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 35 Pltwas Dr., Oroville 95966 CONTRACTOR'S NAME Michael TELEPHONE 53 5198 CONTRACTOR'S MAILING ADDRESS 1. Nice Place, Oroville 95966 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 66 Palermo Dr. , Oroville PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I WH @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities [2 Installation C Other ❑ Describe work: Electric for IR'ell and Tennis Court Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR 18.50 Main service 200ATO1000A1 1 37,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): N2LI am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code andmy license is in full force and effect. License ;Jo. 45A� g%�-'�`t �/Classification a ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner,,am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.E\ OR ADDNS. ACC. BLDGS. I/ _37.50 3.64 sq.ft. NEW CON5TR MULTI -OUTLET NON-RESID BRANCH CIRCUITS.)` ^ U(i 5.00 . 0101 POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 754 dAL 464 Ex. Occup. OUTLETS (RESFIXED APPLNS 3.001A.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Pre—Inspection 1 20.00 20.00 Permit Fee $ 92.50 — 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. 54. 1 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 becorne 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 FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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, judgmen costs, and expenses which may in any way accrue against said'Couryfy i '�ryahs uence of the granting of this per it. X _ Date to Si nature of Applicant - Owner g pp ❑ Contractor � Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 92• 50 HAZ DFEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indi at�d abgyVfor which fees / /DI c. I 0R OF PUBLIC By - �' PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date & ' Receipt No. 1173 p WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ,r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 068-130-134 ZC�A ING A? A1 BUILDING PERMIT OWNER TELEPHONE Steve- cchi f589-5198 SO. FT. OCC.1 BUILDING VA KTICN OWNER'S MAILING ADDRESS 35 Plumas Dr., Oroville 95966 CONTRACTOR'S NAME 01; TELEPHONE 589-5198 CONTRACTOR'S MAILING ADDRESS I Nice Place, Oroville Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 66 paleron Dr, nravillp Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home Is G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities EJ Installation❑ Other ❑ Describe work: Electric for Well and Tennis Court Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 20R LESS 0AORLESS 18.50 Main service 200A TO 1000A1 1 37.50 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of theBusiness and Professions Code and my license is in full force and effect. V32-15 License No. 15i4 VJ(,151 Classification A ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. (DWELLING OCCUP.&) OR ADDNS. 1 ACC. BLDGS. 3.6Q sq.ft. NEW CONSTR. ULTI-OUTLET NO N•RESID BRANCH CIRC ITS n /, @ S.00 2O.OG 4 POWER APPARATUS & SINGLE OUTLET CIR. Ex. OCCU OUTLETS OR FIXTURES p 20 76 FIXED APLS. OR Ex. Occup. PN OUTLETS (RESID.I EA.� 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Pre -Inspection 1 20.00 20.00 Permit Fee $ 92.50 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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 bilitie jud n costs, and expenses which may in any way accrue ag in t s i C u y i co a uence of the granting of this per it. Date t. 5 gnature of Applicant — Owner ❑ Contractor � Agent ❑ A OSHA permit is required for excavations over 5'0" deep and demolition or construct- ior�of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES 92.50 HAz DFEES IMP FLOOD CDF PARCEL PD HD ISSUE i This permit is hereby issued under the sions of the Butte County Code and/or work ind' t d a bofor which fees I R OF PUBLIC By ✓�- PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date /1 fZ Receipt No. 110073 WNITC-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL&, CAL RNIA 95965 - TELEPHONE: 916/538-7541 J 1 PERMIT APPLICATION DATA SHEET � �. Permit No. OWNER 1 O Crd _L- t A. P. No.5 —43� Proposed Building Use 64 Building Inspector Date 3 Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................. . 2. Plot plans in duplicate/triplicate, signed by preparer of plans ....... . 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .............................. .......... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .. ! ........... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ..............................................'..... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) _421,-20. Pre -Inspection for NArNNIN - AND 11 required Pre-Inspec. request to q Building Inspector �� Q Z (Date) 21. Contractor's license information (N&, Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization 27. When,you issue the per t, process as follows: Mail to owner. Mail to contractor. Telephone � - s/clef and hold for pickup t 01CO office. Deliver w/inspector. Other g AppI icaht Date 3 h Copy of !-Idz-Mat form sent Health Dept. Fire Dept. Air Pollution Date { r; 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: 'r 1 Contractor, designer, owner, was advised of above required data by_phone--jnaiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mai —counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMB R V ZONIN BUILDING PERMIT OWNER TELE HONE S _r67� SO. FT. OCC. BUILDING VALUATION O -si9v' OWNER'S MAILING A D ESS ^- (J(�T NT % TOR'S Ne E/ /' ELEPMONE�� L/ -s F NTRACTOR'S MAILING ADD R SS L 6- PIA 6� 4� Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ! ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ t' PLUMBING PERMIT Filing Fee 15.0o Each Trap 5.00 Solar or heat pump water heater 20.00 ! LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 SF ❑ Duplex❑ Mobilehome❑ Other Building sewer 15.00 I SPECIFY Mobile Home S I G I W @ 15.00 TYPE OF WORK New❑ Additions❑ Remodel❑ Utilities Installation[] Other ❑ Permit Fee $ Describe work:SC�CT �Q✓� Lt>C.// /�rU/� Contractor ELECTRICAL PERMIT Filing Fee 15.00 I Main service 600VORLESS 200A OR LESS j$,50 Main service 200A TO IOOOA1 37.50 S7 CONTRACTORS LICENSE LAW NEW CONST. DWELLING OCCUPM 3.6Q sq.ft. I declare under penalty of perjury (check one): OR ADONS. ACC. BLDGS. NEW CONST R. ULTI.OUT LET tet, @ 5.00 ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business NO N.RESID BRANCH CRC., / POWER APPARATUS 61 ry and Professions Code and my license is in full force and effect. \SINGLE OUTLET CIR. License No. Classification EX. OCCUp(OUTLETS OR FIXTURES 2016d r_1 1, as the owner, or my employees with wages as their sole compen- FIXED APLNS. Ex. OCCUp. OUTLETS ( R RESID.IEA.) ! 3.00 sation, will do the work,and the structure is not intended or offered Temporary service 15.00 for sale. (Sec. 7044) ❑ the Mobile Home Facilities 15.00 i owner, am exclusively contracting with licensed contract- ossa 7044) Misc. Wiring15.00 F -1I am exempt under Sec. , Business and Professions Code - Q_ for this reason Permit Fee $ go — Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT FiIingFee 15.00 ❑ The permit is for $100.00 (valuation) or less. Heating ❑ 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. Cooling g ❑ I shall not employ any person in any manner so as to become subject Hood 6.50 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subjectpenult to the W. C. provisions of the Labor Code, you must forthwith comply with such Fee $ Pr ovisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Energy Inspection Fee $ Butte to enter upon the above-mentioned property for inspection purposes. OCC CONST TYPE I also agree to save, indemnify and keep harmless the County of Butte against TOTAL FEES 9�5_� all liabilities, judgments, costs, and expenses which may in any way accrue nAz 1) FEES IMP FLOOD CD F PARCEL PO ;D ISSUE against said County in consequence of the granting of this permit. I I I X Date This permit is hereby issued under the applicable provi- signature of Applicant — Owner❑ Contractor ❑ Agent ❑ sions of the Butte County Code and/or resolutions to do An OSHA permit is required for excavations over 5'0" deep and demolition or construct- work indicated above for which fees have been paid. ion of structures over 3 stories in height. DIRECTOR OF PUBLIC WORKS 110073 By DatePERMIT Receipt No. 73 EXPIRES Date WNITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT .. utte �OI,LIZ ��. LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director `ti-< •..;..' • . s,1 7 COUNTY CENTER DRIVE # OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7541 RE: Attached Building Permit RONALD D. McELROY Deputy Director Dear Permittee: Attached is your building permit along with the approved set of plans and a job card. Please post the job card on the job site in a conspicuous location for the inspector to sign during the various phases of construction, and also have the approved set of plans on the site at all times. Inspections will not be made if the job card and approved plans are not on the job at the time of inspection. Please review the approved set of plans before construction and make note of any corrections made in red. If any of these notes or corrections are not clear to you, please contact this office -- do not proceed with the work without making the correction. The job card must be signed by the inspector before proceeding with each item listed. Should he not sign the card, a white correction notice will list the corrections to be made and a call back inspection must be made before going any further. Please allow 24 hours for inspection service. As a reminder to you, it is illegal to occupy this building or portion of building for which this permit is issued without app3;oval from this office. On certain occasions a temporary occupancy will be permitted. Please do not confuse gas or electrical service to the building as an occupancy clearance. Before occupancy, all of the "final items" listed on the job card must be signed by the inspector or special permission given. Your permit expires one year from date of issuance. If the work has started, but is not completed and finaled by the expiration date, a renewal permit is required. If the renewal application has not been made within 30 days of the original permit expiration date, or if the- work has not commenced, a new permit application and fees will be required. Upon completion of the work covered by this permit, please contact this office for final inspection. Should you have any questions concerning this letter or any other matter pertaining to building construction, please do not hesitate to contact this office. JFG:ahb Attachments Yours very truly, William Cheff Director of Public Works ZZ J.F. Glander Chief Building Inspector PRE -INSPECTION OWNER: DATE 3 LOCATION: CONTRACTOR: ZONING PRE -INSPECTION FOR: rp Oer,'ry No -' ,O&j ell cGS o 2 `'k,'sT o T,eti G`T. 2 W4 N4 - -5646-c PERMIT HISTORY: NONE El AS FOLLOWS: TYPE OF OCCUPANCY . BUILDING USAGE: 1116 4' L DATE TO FIELD - INFORMATION E1v"c-r 9a 0- 7/9 z TENNANT: OCCUPIED D HAS ELECTRIC HAS GAS HAS SANITATION FACILITIES Q HEATED -COOLED PERSON CONTACTED OTHER COMMENTS: ACTION RECOMMENDED: ISSUE HOLD FOR , /5C/ cam- �d �! D�vc� BY DATE OTHER: s d To whom it may concern= 35 Plumas Drive Oroville, CA 95966 March 9, 1992 RE= APN= 68-13-134 Our present intention is to provide power for a tennis court at the above site, currently under development_ We do not plan to live on the property until we.have obtained the necessary building permit and completed construction of our new home_ Sincerely, Barbara Rocchi GROUND MOUNTED @ 22 DEGREE TILT (48) SHARP 175W PV MODULES (2) FRONIUS IG 4000 INVERTERS :;cFJ.S': :v'- :�%\;.,y:r.-'L'�5?,•• ti'�'�'l P%x-'�f„ .t't' 'S �° e1:r '_.i -ft ::rocc4'4 _✓ �h': -y,. ,;�,-„ ,,�'5,:: `.�, `.:'lrt .cl_ `.rs'V-:o-lt x°;rf:.:r+rb�`'�'rYE., •`�,>�iX t•�j Aa `�'Xr� M1 a.?>�t'r�7 "'r 5�o-yf:r � I + YVV^. r�.�,,•�.r:-:a, `.YfA x`•E:�,�'%,, a'"S", •4 d � � Frr" 4.� ,.-. .. ... a`ti{'; r-2r.:,t•„ri,� r . c. r, - .,.df'.:. ^�. '4' Cc s.. 0'9uf?:^ ,.i s,�5'vF. �:�^.:� :Ai'.;{,<'e ,w,"n ... .: '•.1;''�t..s �n�'' xl ,..a r •i- r j W 'l-F-.� +°kr�,� c. 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W{f kkXsX r ��rc�' n.-'' 1 �•F,:f, is y'. r' '}� rc:r�� `9 :. yfi9 $•s-£ %:.4r eY+`"P"r\':.x 'tom• �A�?r r "i::r .ai^r''r';tli, Y�97asc"."-^.:.:i„/�,'r1.f7.t�',; APPROVED 1' 'fk.,. • :`:,'+.11___.-_.l.... 'rt'•FtifyC" y„a?eT:•.'1'!t i:� f+l ''�f' "y'%" ., e�:,.�q L�(y� 'S''�: .v. 1 5 ' °i rf 9P O • ®7 E ® � tyi�•,GGw,,t�u�m•t.,'•,x;>�•• �.�,,:�".,'4i,.i?u/t;�:':`;?�c:•r�lw�'�'N,��ty '�',t,'�;fci� •GSz'-•y,�.;ty'''z 't,�ll1 �F9�� y :�`�l�r. JtsyJi,-'�.� _`�'lra;'r �n .. 't�:�-? '4 q¢x,v»uar7,. :3�"�'t�.c�ca-�crkt FiCs R;;.:9iilr 7>kl`sY*x �k "'l.+ .rr'•�'tra ,"ac. 'r"s' �;'`^.cays'r,Zk+'r• 1; .. '' i%�fp •,�sja�/�;rat1c!•,Z :k :i,.�r+,Cin•' .c.y-+,r... 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SCALE r!'i. srj ati'�?•'>..;2"�i;7' l�F:"''S4. 2\yµ itS.$ J� (:.-i.`� {•C.:' -'.SR" { vti,„.�'?a ~»r`',5 :,P%•:w�, y.F..�,� AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR NTS Q`�' ;� Y�ix�.-''' �£? ° Itq;E';?5`;:'i%,.'-.: `� r•rt -�.� tw�r� T '�"�ri" -4 r�-�'J`�r <� �� :,x USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS st+EET: t=�-fd��'",-.:.r k 5'�•i;.4'. i'f 21 '4.}Dr.:1 t y '�,,.'!6� it ^,u"Jt'�1�'�"'r� �"y 4 v '''th:'iY. a` WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE > yv n^ �q } d, r gtrRVftyL t1 Fy k �z y OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. 'S"}:9. ..'i" > R .a`� ) SY• kx17 .._ .i;��, 3' �+� ,,.5� ?3(. G 517 :. .FAT -S�ii i•{+''�'•.,4r. r�^ i.. 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''F ;;R�,��ei,'^: .y�!'Y.,.�?y4�, 'r r�3i n�rr�. �t\3s,>< . 5iS'�S'".l'�c��' rL'wl. 1 �?t> � � r��. �� '?u��"�� �C.-..r., <u>L. ,:•�:?tii. v � �© _` I MST Of -060/ .`•l''-J�i ejL.;R., ,;.i,.•,J,-aJ�r„r:,i4;?ay. .;:Ciz•:...r.#?•'I 4y.0 y�'�S„ :a!'i�Y.r:ky ` �, e?r t:""^'Yl',j,-.p'�2.'Y> u,?. _ : �*�+e6 i,'� i �ii< ;:.\+ VX ,� . ^g 4 ' f �-w' �, 't tC.�. r ..yr '$ie' ''tw.• _ , L . L& 'fl�a `A/ k rpt d j r� oRnw Nc rrae: .--`�4—`� v i �s^'l -i�S4•a'i ''.. r j rr y�nr J!41;,?G•: .xfrTr ''i.> v r�w;v!"�tly: e .. COVERSHEET .+;x�, r :4_ TL 1 'I>l: 4.>,.. _?.� rr�[' �r n# 3 ��UC�'•4n`'• Esc z�l` - r aoe:. 'i�'`,,��; } ri}'a'�"'�t<y�`. oil�4:. „i��_'�?''�+.��;�3r "-��{ia7' :t'�hl'� r.:i`J"� ,'a�: ;`i�ar� �, � ,.Qt�; �.t.. ,�'`-yy, c•"3n'� l� , +� f`� •.t � ,. .. _ . L"�tt'jy.:.� d, �;'�S•,,ts?.i`•(:.: ,„Y'ss �i,,,SSrFr..r?ter'"r:. ;,d; ".,,.. .sV.t'`) 15'r^'�{^'1f4,anF ii\.. S,xi fi r,,� ?_3s.:.�:':•(Yi>v.q-��xl'.i. ;els;�+�.�.'r•n ,,] �v ,'t;l �::.�:' :�AsFs`U rL,k•"`y,.a'?"�r �g�, i. n>�.•k,`': "rt...,r `±..,. Y•, M1w.; OCCHI rt>.. .F ,k :i.::i? ':;;�j;">: "t5a`-,T } .F"zsg!3 y, Mnv ',�'dt4,.. c�a`cr.�•rr}#5?� t. elf+ v,"� • :Y R� •Y'. w. 3•kt+r' a r:£x'� .t1. �J2SA =d:3xim DRAWN BY: ., 1�: ''iy/� r";iR,Fdr"::k.^' ;zY ix$ •4 rr?K •�;,5 ca:i4. c„}.',,n`s,:..ztNs 7sti cib3A:nr _ (yI a azr Y ]fx' ATOMMCCAMBRIDGE - 'a P..;�.jry�'a.',-�•�S w �F,, 2$ fYd jT`�+'`.j 'Y�'•r"'c,��T{C 4151747-7039 - ski .•,� �?� i ' +3ar; .1 ry{�a L ���a�� OR PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. n t,u . BS�f d /ca. �`}� , • ,.v'ai':3-F' ,ti `F ��� � ll!l S $wa lw' ��' fi �My1 Y{vr,}`r rt ', CONFIDENTIAL. THIS DRAWING AND ANY DATA -DESCRIPTION ANDOTHERDATE. INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND 2110/6 og .:.`` (i1 + �•i,% R .r'� w e o -i, sr ,� ztt r w, 4> f=i� THE EXCLUSIVE PROPERTY OF SUN POWER &GEOTHERMAL ENERGY CO., INC. SCALE r!'i. srj ati'�?•'>..;2"�i;7' l�F:"''S4. 2\yµ itS.$ J� (:.-i.`� {•C.:' -'.SR" { vti,„.�'?a ~»r`',5 :,P%•:w�, y.F..�,� AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR NTS Q`�' ;� Y�ix�.-''' �£? ° Itq;E';?5`;:'i%,.'-.: `� r•rt -�.� tw�r� T '�"�ri" -4 r�-�'J`�r <� �� :,x USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS st+EET: t=�-fd��'",-.:.r k 5'�•i;.4'. i'f 21 '4.}Dr.:1 t y '�,,.'!6� it ^,u"Jt'�1�'�"'r� �"y 4 v '''th:'iY. a` WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE > yv n^ �q } d, r gtrRVftyL t1 Fy k �z y OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. 'S"}:9. ..'i" > R .a`� ) SY• kx17 .._ .i;��, 3' �+� ,,.5� ?3(. G 517 :. .FAT -S�ii i•{+''�'•.,4r. r�^ PALERMO DRIVE PARKING AREA COURT NO. 2 ROADWAY TO BARN, ETC. CLAY COURT C> ROCCHI 7KW PHOTOVOLTAIC ARRAY PROPERTY / PV LAYOUT SCALE: 1 / 64" = 1' 200A MAIN SERVICE AND AC DISC F1 — 50FT AC RUN 3 / 4" SCHED 80 PVC @ 18" DEPTH (MIN.) BUTTE COUNTY BUILDING ®IVISIO APPROVED p6-04tq GROUND MOUNTED PV ARRAY 22 DEGREE TILT (2 X 24, PORTRAIT ORIENTATION) INVERTERS MOUNTED ON BACK OF PV MOUNTING RACK DRIVEWAY (GRAVEL) APPROVED = j Butte c0 un Ermmnr ental ealth Dat i pSignature 1 � I u;,JILDiNG PLAN APPROVAL ,lsa: Date: k-f�� Parking: Landscape Other: Signature: PRIMARY LEACH AREA PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Z O Q= U Ov U J 0 w zmU.1 >rn CID 0 < °0 0. z W Qw Ili � 'r' o a w J - �n a~coI� U) cm O �- �a W� s OUq &fl ED w 00 M 00 DRAWING TYPE: PROPERTYLAYOUT JOB: ROCCHI DRAWN BY: ATOM MCCAMBRIDGE 415/747-7039 DATE: v1ois SCALE: ! ;. f N, B22 STRUCTURAL CHANNEL CONCRETE FOOTINGS 12" WIDE BY 30" DEEP (TYPICAL) B22A POSTS RUN TO BOTTOM OF HOLE ROCCHI 7KW PHOTOVOLTAIC ARRAY 22 DEGREE TILTED GROUND MOUNT STRUCTURAL DETAILS \22 DEGREE OPEN ANGLE BRACKETS BLINE COMPONENTS B22A STRUCTURAL CHANNEL FRONT VIEW @ 3 / 16" = 1' SCALE k-L-0IClIV VIVi%:7I APPROVED 06- ©HL9 1./L(,/ c6 cd SHARP 175W PV MODULES PORTRAIT ORIENTATION PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. i� ■moi■ Z O Q= U U Ov i W m > LLj rn 3 of cy) O m � Q M Z uj WQ d W J � W -i> 00 a~(DC4� (A co O M .' DRAWING TYPE: PV DETAILS JOB: ROCCHI DRAWN Br: ATOM MCCAMBRIDGE 4157747-7039 DATE: 2/13/06 SCALE: SEE SCALE w ROCCHI 7KW PHOTOVOLTAIC ARRAY ". Ria w DATE ISSUE 2/13/06 PV DIMENSIONS a@ 3 /16" = 1' SCALE CHARP 17R1// P\/ unni ii F. UNICLIPS Z 1 , J SU � % �h! I I V V DI V I � I i APPROVED '� , . PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. ONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND O THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR 'L -L(--06 CeJ USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS Q U OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. U U 00 X zm>� to O m U ct W awe>� Q W --I CD a~��cul)) U) 0 12" WIDE BY 30" DEEP B22A POSTS RUN TO BOTTOM )RAWING TYPE: PV DIMENSIONS ROCCHI DRAWN BY: ATOM MCCAMBRIDGE a15nm-7019 3116" =1' 1 , J SU � % �h! I I V V DI V I � I i APPROVED '� , . PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. ONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND IO�!! G Of,'9 THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR 'L -L(--06 CeJ USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. )RAWING TYPE: PV DIMENSIONS ROCCHI DRAWN BY: ATOM MCCAMBRIDGE a15nm-7019 3116" =1' e ., It (12) SHARP 175 PV MODULES (IN SERIES) I (12) SHARP. 175 PV MODULES (IN SERIES) (12) SHARP 175 PV MODULES (IN SERIES) 1 (12) SHARP 175 PV MODULES (IN SERIES) (1) #12 BARE COPPER GRO (2) #10 RHW-2 CONDUCTORS (1) #12 BARE COPPER GROUNI #10 (1) #12 BARE COPPER GROUND ROCCHI 7KW (48) SHARP 175W PV MODULES (2) FRONIUS IG -4000 INVERTERS (48) X (154.4) X (94%) = 6,966.5W AC PER MODULE: MAXIMUM POWER: 175 W MAX POWER VOLTAGE: 35.4 V OPEN CIRCUIT VOLTAGE: 44.4 V MAX POWER CURRENT: 4.95 A SHORT CIRCUIT CURRENT: 5.4 A (8) STRING TOTAL: TOTAL OPEN CIRCUIT VOLTAGE: 355.2 VOLTS TOTAL MAX POWER VOLTAGE: 283.2 VOLTS FRONIUS IG -4000 INVERTER: PEAK EFFICIENCY: 94% DC VOLTAGE WINDOW: 150-500V MAX USABLE DC CURRENT: 26.1A - MAX AC CURRENT: 16.7A C ELECTRICAL, PLUMBING, j 1. ALL WORK PER CEC 690 AND MECHANICAL NOT 2. ALL DISCONNECTS TO BE CLEARLY LABELED PLAN CHECKED AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED -ON -WHITE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL WARNING THIS BUILDING SUPPLIED WITH ALTERNATE POWER SOURCE. DISCONNECT IS LOCATED WARNING!! ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES. MAY BE ENERGIZED. EACH INVERTER: 1 / 2" EMT (MIN.) - - - (2) #10 THWN-2 CONDUCTORS (1) #8 THWN-2 GROUND AC DISCONNECT LOCATED WITHIN 10FT OF MAIN SERVICE POINT OF CONNECTION. THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). METER 200A MAIN SERVICE 1" EMT #6 THWN-2 COI 50FT AC RUN 3 /4" SCHED 80 PVC (MIN.) 18" MIN DEPTH. (2) FRONIUS IG -4000 INVERTERS 16.7 X 2 X 1.25 = 41.75A (2) #8 THWN-2 CONDUCTORS (1) #8 THWN-2 GROUND 60A AC DISC CUTLER HAMMER FUSABLE W150A AC FUSE LOCKABLE 2 POLE 240V DG 222NRB FRONIUS IG -4000 4KW INVERTER 240 VAC UL#1741 INTERNAL AC/DC DISCONNECTS FRONIUS IG -4000 4KW INVERTER 240 VAC UL#1741 INTERNAL AC/DC DISCONNECTS SUBPANEL W/ (2) 25A AC BREAKERS PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Z O Q = (3 U Ov 0 J w <w> CID O) U7 0 O) Oit m � Q M H � Z w U W L9 W a. J (3) W J wa O o H (oa (nCDOL W M COVERSHEEf JOB: ROCCHI DRAWN BY: ATOM MCCAMBRIDGE 415!747-7039 DATE: 2/10/6 SCALE: NTS 3 11�^ Ul Q) L Y vj' L S 0) L L I N 1' 'a 0 a U L i' LPQL3 >UpgO 0 NAaOjL -P Ls o4 ino,NL,Qs0-oa C-NOa,L0) $ o +� -P Cl 0 L k, a ;p 0) >, 41' . S U U U U� 0 M Y�� O a G- O L' -C: -P r A £ U 0 P� 0 O a 101 LA -`` VTTI ^C Lo ^. Ul _O . yb LLL F o . VY' ] 0) V1 a a.T Q u -Q a o F_-Qs+� C))-6 4- mcg O :L 30L £aSL.i L. S -P aU1 0 4 L O aav�0_+> a3 O)O-DUf-a0,cs�A S L L X L>- S Q L F-Q.0a30`tV)as0 1Sr N Q*N c0 v N q4 A W W F - Q A W L3 Z A 0 Q r- F— r-� Z r+ W phi < W Wcy- 1-7 Q U � _I v F w W t:) -i A Z F- q 3 ~ q D A � � r W F- <L Z uA �. _Ca � JOB NO. DRAWING NO, REVISION UFFE FLOOR FLAN scALE: 1/4° _ WHTTI4 �O 5/HTT14 -,.P-;s, ,< d I Ov�Uc�.T'O e c aAA c4A V m v O V p O 4A .&A c O N 1 O� ' j �fl a�l C o O I aaa4)13 °a UO�Y=�pav�, i c \ 4-1 v A � k) O \ Gni 5/HTT14 z Q 5/HTT14 GF00, 1 1- ►SIE WH ;� y ,�� • i G� x 5/ 010 �s'Si ^4 `' a HEAT LIGHT 4 �Nr BATHROOM GLoS j o z Lu i W I LIVING ROOMp c o Q 5/HTT14 ��' ' Q i r< ' X 26' / % �'' \ �� 0 IRS I WOOD FLOOR O/rG UP 11 / W/ AREA RUG LIGHTS UNDER amp ��'' 0 � � ! 5/HTTI4 UPPER CABINETS �1 oor IS GA I< �� ^_ . y 5/HTT14 3 � BATT 5TL FRMGMIN Lto � I 1 C7 �L BAR q /i 60b8 PATIO 3 r tCi . SINK C fj x6068 PATIO GFI 6 �, %J �• I ! `� • R) 5/4TTI4 WP -KITCHEN 12' 1 I 5A , / R, VALVE FOR 5/HTT14-, 5/HDS ) �8 --� MAST€� BEDfi �P. - ,.�`� 5/HTTI4I M15TER5 5/1.'TT2 �G� .g G MIS - eM .04 d '�S 15' X I�' \� �°i TILE (� %'`Y.p'� 5/HTTI4 — ' — — J 5/L iiG F I `' / BREAKFAST S "S GFL 1 NOOK �` CONCRETE PATIO 5/HD8 R "4A_ WP WP6, -_ 10 X M' O i. 5/HTTI4 0 ' 5/HTT14 BROOM �0 � SH .� 5/HTT14 5/HTT14 5/HTT14 5/HTT14 ?' \ 2040 V.S. . 5/HTTI4 ..'� - y, 5/LTT2 � 0 S - M 15TER5 ALONG BEAMS AT GS I L I NG p6/ / 8 2040 V.5. 5/HTT14 5/HTTI4 OWER FLOOR PLAN SCALE: 1/411 NOTE: PLATE HT.: ci'-C ` I. ALL 1DIM5. ARE TO F.O.S. OR F.O.P. - T`'` '., U.O.N. 2. HATCHING IN kNALL5 INDICATE5 IN5ULAT!�,:)N. 3. ALL COMPUTER WIRE TO LINK BACK TO ONE CENTRAL SPACE. 4. APDL I ANGE GARAGES VN I TH OUTLETS. �`- 5. INSTALL PULLOUT ORANERS IN KITCHEN. 6. INSTALL LAZY SUSAN IN CABINET CORK --?-E,,. - 7. INSTALL COLORED GLASS CUPBOARDS C'VIR BARS IN KITCHEN. w . L. I Y I NG AREA = 17a5 SQ FT GARAGE,_- I l Seo 5Q FT anU�t�aiva� wnr P141B111,111DWOMAUZ. M 15 Ce. SYMBOLS A 2,20VO, DUPLEX REGEPTIGAL 220 VOLT &Flo GROUND FAULT CIRCUIT, A5 REQUIRED WPo DUPLEX REGEPTIGAL, NATER -PROOF T TELEPHONE OUTLET. 70 GAT. 5 COMPUTER OUTLET, SEE NOTE 3 HBf HOSE BIB `. 5WITGH 9 +42" 3 SWITCH 3 -WAY -- LIGHT FIXTURE, CEILING MOUNT - RECESSED LIGHT FIXTURE LIGHT FIXTURE WALL MOUNT OUTDOOR SPOTLIGHTS CEILING FAN W/ LIGHTS 5EPARATE SWITCHES FOR FAN AND LIGH' FAN O FLUORESCENT LIGHT PANEL - 2' x 4' T _ _.._.....4: