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065-120-023
6 AP 65-12-23 HARDL.D CANTER 175 Imperial Way, Permit 2552-7 B covered deck, MH) 065-120-023 06-1264 CANTER, DARRELL 6471 IMPERIAL WY, MAGALIA Cont: RICK HYSMITH . • GARAGE(DET) 1 l ! G 1 � ' f. 6 AP 65-12-23 HARDL.D CANTER 175 Imperial Way, Permit 2552-7 B covered deck, MH) 065-120-023 06-1264 CANTER, DARRELL 6471 IMPERIAL WY, MAGALIA Cont: RICK HYSMITH . • GARAGE(DET) 1 l ! G Lo ' !- ir1 065-120-023 06-1264 " ., CANTER; DARRELL" N O T E S 6471 IMPERIAL WY,IVIAGAL.IA t Colit: RICK HYSMITH GARAGE(DET) n IM iuGIV 1 IHL APN: Permit No. Owner. Site Address: Contractor. Type Io�f Permit: I i t S SPECIAL CONDITIONS CHECKED BY ❑ SRA Q FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED '•' Q SPECIAL INSPECTION ITEMS 0 VERIFY Q USE PERMIT CONDITIONS Q SUB -STANDARD HOUSING LETTER Q ENCROACHMENT PERMIT I Q REINSPECTION FEE PAID ' Q ENV HLTH CLEARANCE. E-1 t DATE JOB FINALED r ' t SIGNATURE: c jI ,t r +=OK 0 - Not OK MANUFACTURED HOMES MISC LLANEOUS-. DATE PERMANENT FOUNDATION SOFT -SET 1 ZoningSetbacks-EasementsZ 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIUC/0-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-0lrncs-Grad 'Am -Concrete 6 Yard Gas; Loctn-Test Wrap Nat or LPO Inch Sz Ft Lngth 7 Blckng; SzSpacing-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 jFoundavon 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE—ID E4 WO V E R S'C A R P O RT S'G A RA G E S ngSetbacks-Easements %� _. tgs; SoilsSz-0pthSpacing-CnnctrsStee`f 3 Decks, Girders/Joists-0cking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-CnnctrsShthg. Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors T Electric 8 Frmg; Sills-AnchrsStuds-Rftrs Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Rooflng 11 Edit; Steps -Doors -Landings -0(0 DA0 ' Braced Wall pnls DATE POOLS 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; 1S volts-GFI 6 Elec.Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcitng Egp-Htr 8 Eiec Gmdng; Eqp w%5',Crcitng Eqp-Pool ightg Boxes-Enclsrs-pnlboardsansultn.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 oe 0s' � Pool Drawing i +=OK 0=Nal - RESIDENTIAL (Single & Duplex) JUNUtKI-LUUK' UAIt PLUMBING ' 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Eiec Grnd Ft4 DRth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; SoilsSteel-SteelGrnd Ftg Dpth 55 DWV; Test Fittings & Anchr Nail Prfctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts Wrapped 57 Test Tub & Shwr, 2nd fir - 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-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12_ Elec Undrgmd DATE M E C H A N I C A L 13 Plenums & Ducts; C1rnc-MaterialSupport4nsultn 61 AC Ducts Insuitn & Support " 14 GirdersSilis-Anchr Bolts-Joists-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 RtrnNent 115 Outlet 65 Attic Acc & Pltfrm If Furnace in attic DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SldeLt Prtctn-Landings 19 Bearing Walls over Girders &flr Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr 21 Fire Stops,'Fiirred CeilingsStairs-Chasers-Tubs In Garage; abv-flr-Ducts-Mach Prtctn 22 Headers & Beams -ti & BearInb' 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 Frpic Ties or Type A Flue-Frplc Throat Cirnc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx Prtctn-brag Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Cimc-Hearth 28 Garage Fire Prtcie Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall .& Opngs ' 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cirnc 30 Ext Doors -One X- heck 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 Piywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Cirnc-Cam Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3' drain 35 Glazing Area -Glass PrtctnSkyLts-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 pnis 83 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 Q Yes Q No °�• �� ° �� 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, PImb-Appinc-Frpic-Cirnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgmd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntitn 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 Ihspctns 44 Eqp Grnd made up w/Mech 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 QAL 98 Address Posted AC Wire Sz Qa Q CU or QAL 99 Fire Sprinkler 48 Range Circ Qa Q CU or AL Oven Circ ga 0 CU or EjAL Insulated Neutral 0Yes 0 N 94• �s` °fi• �s` 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs 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 BP061264 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) 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: 06/22/2006 APN: 065-120-023-000 the Business and Professions Code, and my license is in full force and effect. I III Site Address: 6471 IMPERIAL WAY MAG License C ass : License Number Date: Z O6 Contractor: L Y� l �v� _ Map Index: Description: DET GARAGE (1020) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: CANTER DARRELL V & THELMA LOUISE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of P O BOX 1814 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or MAGALIA, CA she is exempt therefrom and the basis for the alleged exemption. Any 95954-1814 violation of Section 7031.5 by any applicant for a permit subjects the 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 Applicant: HYSMITH CONSTRUCTION pp owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, RICK HYSMITH provided that such improvements are not intended or offered for 5190 PENNINGTON RD sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of LIVE OAK, CA 95953 proving that he or she did not build or improve for the purpose of 530-695-8784 sale.). ❑ 1, as owner of the property, am exclusively contracting with 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 Contractor: HYSMITH CONSTRUCTION pursuant to the Contractors' State License Law.). RICK HYSMITH ❑ I am Exempt under Article 3 of the Business and Professions Code 5190 P EN N I NGTO N RD LIVE OAK, CA 95953 Date: Owner: 530-695-8784 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 791117 I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation Insu nce ca�rtri r and plicy numb Ir are: Carrier: L0 Ll vJ l15—'100 otal Square Ft: 1020 S.F. Policy #: t! Valuation: $24,480.00 131 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith mply wi provisions. 7those Date: � 1 Applicant: 1 WARNING: (ail re to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of����`� for in Section 3706 the Labor 3 1"`� compensation, damages as provided of code, interest, and attorney's fees. `(CC��� i `-9 +� CONSTRUCTION LENDING AGENCY This permit is h reby iiRued under the applicable provisions of the Butte County Code aridtor I hereby affirm that there is a construction lending agency for the - performance of the work for which this permit is issued (Sec 3097 Civ.) efor which fees have been paid. `Resu'iu;i„un.zm Q✓� BY Date: Name: �%I U 2' PERMIT EXPIRES Address: Date ❑ 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 qf Butte County. I hereb- authorize reprepe tatives�off Butte County enter upon the above mentioned property for inspection purposes. ` ^ v7.t`� Yv� �r 0 U Y 1�ti Print Name: r •` i l Signature: lJl L2' Q U/ Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 t. Butte County Department of Development Services. e�Tre FRE" N 0 T E S 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 vnvw.buttecollntyneUdds RES �IDENTIAL APN: �/ - v "' �/� 3 Permit No. Owner. IVTZt 5 Site Address: _1 %' ! 72 /li, l lzz llt— G1J�G Contractor. Type of Permit: _ I i i SPECIAL CONDITIONS CHECKFD BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: �I OK Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION Lj SOFT-SETDATE 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator S Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat 0 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-Clrncs 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 14 Exits IS Cert of Occupancy1 16 HUD Label/Insignia Numbers Serial Numbers D E S'C O V E R S`C A R P O R T S R'A G E S 695 G C -/) 7 °moo oning-Setbacks-Easements Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing St s-Guard/Handrails ood Awn; Posts -Beams -Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum wn; Columns-CnnctnsSplice-Decal-Enclsrs 6 po ; Wndws-Doors EI r r g ills-Anchrs-Studs-Rftrs-Trusses i • g; • mg -Veneer -Stucco -Lath 1. oo • hthg-Roofing 11 1/S�teps-Doors-Landings 12 raced Wall pnls a DATE IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GF1 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7. Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/S' Crcltng Eqp-Pool Ightg Bones-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 . 0�`C 41 Pool Drawing 101 = 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 fir - 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 CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test tl Wtr Pipe; Test-Anchrs-Rgitr-Service Test 12 Elec Undrgrnd DATE M E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr Bolts Joists-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 RtrnNent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic r 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-CImc-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, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking CImc. 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Wi dth-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-CImc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3- drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loon 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 3B 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 ❑Yes ❑No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Plmb-Appinc-Frplc-CImc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Trnsfrmr CImc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntitn 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 Inspctns 44 Eqp Gmd made up w/Mech 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 ga ❑ CU or ❑AL M Address Posted AC Wire Sz ga ❑ CU orDAL 99 Fire Sprinkler 48 Range Circ ga ❑ CU or ❑ AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑ Yes ❑ No 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 COUNTY OF BUTTE... ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE F' 1 C PC&aeyov f n OWNER PERMIT NO A routine inspection indicates that the following violations of Butte County Ordinances exist at the above addr ss and should be corrected. Please call for re -inspection when correction of s work is compl ted. If you have any questions pertaining to this matter, or need additional explanation, ease ct the Building Inspector as indicated below. '771HI'Ant-L- or Ort -tr r X A[N)1-/e-NA/ /ll/4 V Ar— C:�)(a /1�E- A, ,fir CT /?IC-T/n/U �a }mak F� d' :i Date b Inspector �� �R �'� S111� ► \1 �I }. . REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 /-I-Wr6lz o(9- %z (� y •_ OWNER PERMIT NO. A routine inspection indicates that ;the following violations of Butte County Ordinances exist at .' the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional ; explanation, please contact the Building Inspector as indicated below. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES , 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE /-I-Wr6lz o(9- %z (� y •_ OWNER PERMIT NO. A routine inspection indicates that ;the following violations of Butte County Ordinances exist at .' the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional ; explanation, please contact the Building Inspector as indicated below. } rw .L A, r Date Inspector REV 4/05 Phone # ) FOR RE -INSPECTION CALL: 538-7636 OR 891-2834% BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT t 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061264 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: 06/22/2006 APN: 065-120-023-000 the Business and Professions Code, and my license is in full force and effect. � License Number � I Site Address: 6471 IMPERIAL WAY MAG License C ass : ^� -vrnL- �� _ Date: (P` 06 Contractor: Map Index: Description: DET GARAGE (1020) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: CANTER DARRELL V & THELMA LOUISE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of P O BOX 1814 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or MAGALIA, CA she is exempt therefrom and the basis for the alleged exemption. Any 95954-1814 violation of Section 7031.5 by any applicant for a permit subjects the 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 Applicant: HYSMITH CONSTRUCTION owner of property who builds or improves thereon, and who does pP such work himself or herself or through his or her own employees, RICK HYSMITH provided that such improvements are not intended or offered for 5190 PENNINGTON RD sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of LIVE OAK, CA 95953 proving that he or she did not build or improve for the purpose of 530-695-8784 sale.). ❑ I, as owner of the property, am exclusively contracting with 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. Contractor: HYSMITH CONSTRUCTION pursuant to the Contractors' State License Law.). RICK HYSMITH ❑ I am Exempt under Article 3 of the Business and Professions Code 5190 PENNINGTON RD LIVE OAK, CA 95953 Date: owner: 530-695-8784 WORKERS' COMPENSATION DECLARATION affirm under penalty of perjury one of the following declarations: License #: 791117 �IIhhereby -[l I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as Architect: Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insu nce caa��r;r and((p�ollicy numb¢r are: Carriei Total Square Ft: 1020 S.F. ^ I Policy#: U� I f I J �'J Valuation: $24,480.00 ❑ I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith wi those provisions. Jornply 6 Date: Applicant: WARNING: ail re to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of -51 compensation, damages as provided for in Section 3706 of the Labor �� JJ !�+ code, interest, and attorney's fees. r I �L��) CONSTRUCTION LENDING AGENCY _ _ This permit is h reby i ued under the applicable provisions of the Butte County Code and or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolution o indicate bove for which fees have been paid. Name:: BY: /Date �� U Address: PERMIT EXPIRES Date ❑ 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 ef Butte County. I hereby authorize represe tatives of Butte County enter upon the above mentioned property for inspection purposes. � 401X_r� Print Name: 6� v u Signature: U Z -Z, o Co Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT 'OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION tAND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2534 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TIOAr Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Nam First me GC Address City St a Zi Phone u Fax E-mail APPLICANT NAM -, CONTRACTOR Name Sia Address Fax City/ d State Zi Phone v Fax Q E-mailLic. Map Book # Class APPLICANT NAM -, ARCHITECT/ENGINEER Name Sia Address Fax City Siate ip Phone Fax E-mail ate License Number S APPLICANT NAM -, Name li Address / City Sia Phone Fax E-mail PERMIT O. an ` «c�� BIN # LOCATION Pro rt Address City Cross Street !U WORKER'S COMPENSATION Policy Number / Carrier If hiring anyon other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY. Name Address Description or Scope of Work: Sq. Footage Deo ❑ 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. C REQUEST FOR REFUNDS Refunds can only be made upon written requ b e person who paid the fee. The request mus bg a 0ii r t o a piration of the permit o c lE (a lie�rf d6ne. Filing fees, plan chedklfe s r k o an ieTd a}�d other department costs are not For.,6ffide use ly 0 ' g i Food Zone I SRA I Yes No cc. Type Const. Ga_"� Subdivision Name Map Book Page Lot # Planner , _ / Date Approved: r - OVER FOR SUBMITTAL REQUIREMENTS LL K:\FORMS\BUILDING.FORMS\BldgApplSubRgmts.doc Page 1 of �ce'v d by: Receipt #: . Date: Amount: C.Bldg \4 %A' �P cJ " I GRA . . S:neriff t� IP Lf qU . 9 C°they W�_Total REV 2-24-05. 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 1'I OWNER: ( ASSESSOR PARCEL NUMBER " "� aU ��� Proposed Building Use: `� Permit Technician: _Date: G II! Items required in order to apply for a periII boxes UST be checked OR marked NA o app in order ly. 1. Site plans, 3 or 4 sets, signed by th prepare f the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. U ❑ 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 !� M 12. Acknowledgement of building permit application without required clearances. f ❑ 13. Other Remaining 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 dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ (N7/ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 20. City of Chico Plumbing permit.................................................................. 21. Site plan and business license approval from the Ci!y.of Biggs....... ..... . 22. California Department of Forestry plan approval ti0'paid. Sent 23. Planning approval for (A) Use: ✓ (B) Parking: (C) Pa I ec c:..✓....... M 1► -J 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by ............:......... �i 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 .......................................... El 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34.- Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Titre, title search, registration or MCO ......................... ❑ A6. Other ❑ 37. Other. ' (- 7 When issued Te Boone _ �_ ` '�J 'tA ` and hold for pickup. I have beyrf informed of the above items and requirements for obtaining a building permit. Applican '�� I Date: •� - 2�i-'-�.J� 1. Index pemfd appl' tion for t e atw numbered: Plan Check Letter 2. A ' io di/dems squired ontrac , esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by' Date: �p r, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by Date: Plans approved by: Date: Structural reviewed by' Dat . Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 0 �Ptk�ENT 01- Department ®f Public Works O0C o u n t y o f B u t t e 0 0 7 County Center Drive Oroville, CA 95965 J. Michael Crump, Director (530)538-7681 (FAX) 538-7171 A � 5 �eCIC WC�� Shawn H. O'Brien, Assistant Director Assessors Parcel Number:/-o3Building permit # Owners Name: Owners Mailing Address: Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: OBD 7; % ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: FJ Not a County maintained road F] Existing driveway conforms to County S-31 standard [] Other Approved by Printed Name Title Date `o. ZZ — 4ZZ> ON CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 ' 'RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner CANTER, DA, BRUCE APN No: 065-120-023 Permit Type: Subtype: App Date: 5/26/2006 Permit No: BP 06-1264 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $714.87 Plan Check portion of Permit Fee $285.95 $428.92 Balance of Building Permit Fee 2 FEMA Res Flood Elevation Review $109.98 0 3 SRA' Yes Fire Plan Check - Non -Refundable $95.00 $95.00 _ (State Responsibility Area) Building Inspection $109.98 $109.98 �_ - $204.98 NON-REFUNDABLE portion of fees due at application $380.95 RECEIPT D TE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $490.91 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 1d31.37 At the time of permit �p a io , I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Pursuant to GoveIV 'de Se io 6 0 ou a e hereby notified those Items followed by an ""' may have been imposed on your project. You have 90 days from the date of athe orject or fr, the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Govee ction 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 Eh—ULE ONLY Plot Plan Attached i Floor Plan Attaohed Sent to BODS TO: Building Division =Development Services FROM: Environmental Health�'�Ic�� �v SUBJECT: Sanitation Clearance Owner Location AP# Plan.Approved for: Sewage Disposal: '� Water Supply: Public f Private Well Clearance for ✓dwelling. Other '30 `t e-✓ AC�f.(!5-, giq,e9C Hold final for: Final clearance O.K. for: Building Clearance 9/2005 O�PPOTMEN-r po /• 6U T T<r . O ,1 O i\\ o ., �QClC W�P� Department J. Michael Crump, Director of Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 959e.5 (530) 538-72c•6 (FAX) 538-71: 1 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: " � < Project Location and/or Parcel Number:a0a By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by lad. Signed: Title: U Date: �S �i6—,� Less than I Acre NPDES 8c SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 (530) 538-7785 Facsimile BUILDING PERNUT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit 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: © 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 a 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 other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions 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). Please print: Applicant Nam C 2G C APN: . G�� Building site address: ( Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my subrpaasior,Qf the above -referenced building permit application and my signature below: Was _..._ ICUIc:1_ K:Fnrmc/BldQPermihvithoutClearances020705 Butte CountyDepa-tment ol'Developznelit Sel-vrces o$ur,r 0 7 County Center Drive G .S%.. C o Oroville, CA 95965 o `:: c=_ a` ` o (530) 538-7601 Telephone °�,_: - ° (530) 538-7785 Facsimile BUILDING PERNUT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit 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: © 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 a 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 other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions 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). Please print: Applicant Nam C 2G C APN: . G�� Building site address: ( Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my subrpaasior,Qf the above -referenced building permit application and my signature below: Was _..._ ICUIc:1_ K:Fnrmc/BldQPermihvithoutClearances020705 'i "PERMIT N0. 2552-75B P E M MH UTIL. 'PERMIT NO. PERMIT EXPIRES ,'OWNER Harold Canter _.., Y CONTR. � LOCATION (A.P. 65-12-23 ) v 175 Imperial Way, Meg alia �c s .r. ;a • Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Tem .Gas Serv. Called PG&E JOB FINALED (Date) (Signature) 1 :, COUNTY OF BUTTE — DEPARTM1NT OS PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING I BUILDING (Cont'd) I PLUMBING Setback _ Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances ' Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final .?O Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rouc I ih Reinf. Steel Final Fixtures Bond Beam „� FIRE SPRINKLERS Motors Framing U iZ Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE ' REMARKS OR CORRECTIONS Y J COUNTY OF BUTTE — DEPARTMENT OF PUBLIC 0 S 7 County Center Drive — Oroville, California 95965 Tel ephRne: 534=4541 APPLICATION AND PERMIT �.,r..,.,.,.....• �c vvuii.y v. vuuc iv cnwi uNun LIM above-mentioned property for inspection purposes. Date Signature of Permitee or Agent Receipt No. 114/ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR O UBLIC WORKS BY B IAi a permit expires Date BUILDING OwnerSQ. FT. OCC. BUILD NG VALUATION z Mailing Address Z 7s� _ Telephone No. 3'03 v Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address �S'Ilyj �-� �a PLUMBING No. @ FEE PERMIT FILING FEE $3.00 o i Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. _ Zoning Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe k&t5l'o3 Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma P 60' R/W ImprovementsLawn sprinkler system 2.00 Bldg.o::n:s Rec'd Par pproval Plan oval Permit Fee $ $ NEW 19 ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Single Family ❑ Duplex ❑ Mobil Home 0, Others ❑ Sub -panel 02 or less) (more than 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures '201%110 Receps., switches & fix outlets 20(625 d CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap, cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring .. [VI am exempt from the Contractors License Laws of the State of California. Permit Fee $ s WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit ,is issued I shall not employ an P p y y person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE �.,r..,.,.,.....• �c vvuii.y v. vuuc iv cnwi uNun LIM above-mentioned property for inspection purposes. Date Signature of Permitee or Agent Receipt No. 114/ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR O UBLIC WORKS BY B IAi a permit expires Date co wb; paras.µ -c 'sviAKO .IX a kEVISION: BP# g6- o Date 7 zy bb VED PLANS for w�--t- Refer to APP�t® � '� � � `� P�) L' additional notes and information °' a for this project P 19 ' ��` . f- _ _ ITE PLAIN ..................._ ............ _. ...`... __. .. .... ..... .. ....... .. .._.._.. .._..__. ..._. _. .._.... .. .. .. ................. ...._..... .. .... .. .... .. .... .. .... .... .. .. .. .. ............ .. .. ..... -- .. .. .. .. .......... ................................ .. .. .. . _ ._ .. .. _._ .. .... . .• •. . _. .. .. .. ..... .. .. .. .. .. 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' ._ ._ .. .. ............ ............. .... .. .. .. ._......................... ... .. .. . .. .. ..- .. ... .. .. ..................... ...................... .. ..S to . _............... . _...................._ ................... .. .. .. ....... ..... ...................... ................. .. .. .. .. ...... ... _ ... ;.. _....... _......... ................... ................... _.... ...................................-..... .................. ....... -..... -...... ............. _.......................................................................................................................... . Assessor's Parcel Number: D 91 �T® [a F21 2 ® D D Scale: 'I°' = • �, ��� Owner Name z.. o Address/ Phone No. ' L Site Location Contact: Name FOR OFFICE USE ONLY Zoning: -TM — General Plan Desig: Size, Acres 4_00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: a, A f2,& 5�AAV-T P'rAkp 11:1 r -i F -1 (i '�', Z.51C; APPROVED Butte County Envir nn ental Health /Date -�ignature 0 - . . ,.-.. 4 1 1 F3 3 I V. A-, Fo-0, � California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements C Permit# O6 _ I 2-6'4 Under authority Public of Resources Code Section 4290, the following checked items are County Fire Department and made put of this Permit These required by CDFButte requirements are minimums and may be superseded by Butte County local regulations, which make compliance ' «Nys or exceeds these standards.Butte County Building Inspectors will P inspections. F 1272.00 Maintenance of Defensible Space Measures IXl To ensure continued maintenance of properties in conformance with these standards and measure assure to s and continued availability, access, and utilization of the defensible during se Standards a wildfire, provisions for annual maintenance shall be included in theevel developmentp ars and/or shall be provided as a condition of the permit, parcel or map approval. public Resources Code 4291 information will be provided. j 1273.10 Driveways I1 IXl (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. IX] (b) All driveways shallprovide a minimum 10 foottraffic lane and unobstructed vertical cl feet earance of 15 Wong its entire length E IXl (c) Driveways exceeding 150 feet in length, butless than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no mo 400 fat apart re than [X1 (d) A turnaround shall be Provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface The surface shall Provide unobstructed access to conventional drive vehicles including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, turnarounds. and j T U 1273.03 Roadwav Grades [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in I excess of 20%. 1273.04 Roadwav Radius IXl (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. - [XI (b) The length of vertical curve s in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be less E not than 100 feet. 1273.05 RoadwavTumarounds 1V1 [X] Turnarounds are required on driveways and dead-end roads as in article. turning radius for a turnaround shall be 40 feet from the line o center theed Tams used, the top of the "T" shall be a minimum of 60 feet in length L 1273.06 Roadwav Turnouts �T [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. v T Revised 02/2:/06 I 1 ►J 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Crate entrances shall be at least two feet wider on both ends then the width of the traffic lanes) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildin s [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters, Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation, Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. [ ) (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/2t/06 2 Same Practical Effect for Euildin less then 30 Meet from roe line: l If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disuos21 of Flammable Vegetation aad Fuels IX] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modificltion shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements- Installation of Residential Fire Sprinklers Ifyour Property was part of a parcel split after January 1 1991 you are sprinklers. It is your responsibility to inspect the official 1, 1991, to confmn if o wirequired residential fire sprinnklekle rs are. required. MAY 31 2006 Date Darren Read Fire Protection Planning Revised 02/2!/06 3 ITE PLAN ...:...._ . _ .... ..... . ..... . .......... . ...... .. .... .... _ ..... .... . .................. ....:..... ............. I ...... .... • J»..»1.. ••.A ..•..•• •..•• .}•• .i........... ..... ..... .......... ...... ........ . .......... . ......... �•,. .. _ .. .. .. .. .. 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' PROVIDE MR ALL umber• fs — n Scale: l" Assessor`s Parcel N ❑ � S[fi � � � . owner NameL-,— Address t Phone No. "�- Site Location 41 Contact: Name /TG � Phone CJ �/C V '�» ��/ - Arinlut 7.3 J{YIZ .• FOR OFFICE Ubt ONLY Zoning: General Plan Desig: Size, Acres 4.00" ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES.: r ' Job Name: VARIES GARAGES IRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 i Itr. 1 0-1-12 1794 3.50 1.91 IC 2x4 DFL #1 2 29-10- 4 1794 3.50" 1.91" WEB PLATE VALUES PERXICIOFRESREPORT /1607 STANDARD EARCH MAX DEFLECTION (span) Leaded for 10 PSF non -concurrent ICLL. L/999 IN MEM 7-i (LIVE) L- -0.30" D- -0.21" T- -O.S1" -1T2 FORCE330.25 O'i3 CSI 2-3 -3224 0.20 O.G3 O.ii 4-5 -3759 224 0.25 0.63 O.ii IC FORCE AXL IND CSI 6-7 3495 0.57 0.25 0.82 7-9 2270 0.37 0.23 0.60 1-9 3495 0.57 0.25 0.92 WEi FORCE CSI WEI FORCE CSI 2-7 -743 O.li 3-9 9S2 0.42 3-7 952 0.42 4-i -744 O.li 1 5-3-13 1= 0-3-13 Truss ID: D1 Plating spec • ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. REARING REQUIREMENTS shown are based ONLY an the truss material at eachYearing. PLATING BASED ON GREEN LUMBER VALUES. 7-6-0 7-6-0 7 6—i 7 15 0-0 C—� 7 22 fi-0 30-0 0 1 2 3 4 5 4.x00 40 3-6 _ Qty: 1 UPLIFT REACTIONS) • Support 1 -26111. port 2 -2lb This utruss is designed using the 1 IC-97 Code. Ildif Enclosed . Yes Hurricane/Ocean Line End Exit Catelor - C 11 d Lent� tit 30.00 ft, Sid1 Width . 50.00 ft Mean roof heilht - 12.66 ft, mph . i0 UIC Standard Occupancy, Dead Load . 12.0 psf 10-0-0� 10-0-0 10-0-0 20-0-0 —� 10-0 0 30-0-0 5-11-11 I SH11P 2 0-3-13 QP�FFS^ O /q� co rr: OF CA� Truswal Systems Mates are 20 la. unless shown by'1a'(1192.), -H^(1612.), or'MX'(TWMX 20 12.). Posi lend per Joint Details Report. Circled plates and false frame plates are _1% positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). WARN N - 12/18/03 8/d/3 ad Reall notes on this sheet and give a copy of it to the Erecting Contractor. This bsilnbNr an Individual buildingwmpnam not Wes aystam. h has Nen based CuSt: MITCHELL'$ iUILDING SUPPLY II/1�:\11TX �l on specifications prwlaN by the aampenert mamlachmer and done In assonlanss w!h"current Nratens of TPI an! AFIAA design standards. No IegarNlbility Is assumed for dimensional ascurauy. Olmensionsars to M w68sd by the oomaomea manufacturer W0: Drive -T -0301203 -L00005 HOMEWOOD and/or building designer prior to fabrication. The building designer must ascertain that he Mads utilized an apes design meet er exceed the loading Imposed by the local building 00418 ate the that the Ds!nr: IW -J00001 #LC - 14 WT: 15 6# TR USS ® R Ss partioulor application. The design assume top chord R laterally brand by the rnf or near sheathing and the bottom chard N laterally brased by s rigid sheathing material directly attached,tedeaotherwinnettsaradneshownIsforlateralsu ppenN nof#0Wsmombe TC Live 30.00 pisf L-1.15 / 4445 Northpark Dr. "1 %"OrCauroduce kllnolongth.Thlscomponent shall rte M placed in any envlrOnmeM that will pun the mebturo nn4nt at YN wood b caned 1!% and/or rause nnnocter plat nmslen. Fabncale, halls, install and brace this TC Dead 14.00 psf Bnd 1.15 CO7o Springs, CO 80907 truss N aceerdann with 'JOINT DETAILS' by Truswal,'ANSI/TM 1', WTCA 1'-Woed Truss Council MAmerica stan41aNDesign Responsibilsks, HANOLINGINSTALLING AND BRACING METAL �C Live O.00 psf inq 2- 0- 0 FDe Trus�lus 6.0 Ver; T6.4.2 PLATE CONNECTED W000TRUSSES' The Twos laatlttttlmh ThlAmo'and Nl&gl tanFenstandpapeRYAssOclat n(ASHEEr by TFpA itute lest, Is ISCaloal At 0 WasninDl �C Dead 7.00 psf p(!C UBC -97 k c NI. St NW St 10l DCyO J,Wisnnslni371/. TOTAL 51.00 psf DEF.Ratio: L/240 TC: L/240 0 Job Name: VARIES GARAGES TC 2x4 DFL #1 Z Rtr. BC 2x4 DFL #1 GIL ILK 2x4 DFL STANDARD PLATE VALUES PER ICIO RESEARCH REPORT #1607 Leaded for 10 PSF non -concurrent ICLL. BUILDING DESIGNER MUST VERIFY GABLE LOADSI [+7l gable bracing re�(uired i 58" intervals, i# exposed to wind load aprlied to face. See "General Gable Details', C002065035. 1 5-3-13 12 0-3-13 Truss ID: DG Platinr� spec ' ANSI/TPI - 1595 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. REARING REQUIREMENTS shown are based ONLY on the truss material at each bearing. PLATING RASED ON GREEN LUMBER VALUES. 4-0-0�� i-0 0 12 -0 15-0-0 1 i-0 0 422 0-� 26 0 0 30-0 0� 5-0 15-0- 1 2 3 4 5 G 7 i 'J 1 11 123 14 15 16 17 1i 19 20 21 r4_00_ 4.0 3-4 1 This truss is designed using the URC -97 Code. Bldg Enclosed • Yes Truss Location . INotEnd Zone Hurricane/Ocean Line . No ExpCategory • C Bldg Lent� th = 30.00 ft, Rid@ Width • 50.00 ft Mean reef heit�ht . 12,66 ft, mph . i0 UBC Standard Occupancy, Dead Lead - 12.0 psf ,OFESS{O Q t DA CF�Fyy rn LU Z 9 d :o W OFCA 22 23 24 25 2G 27 2i 29 3U 31 U0 0+ mow^ -- _ 4-p 0 4 0 0 4 0—� 4_iA_i 4 p 4 0__i 5 4_—i 4-0-0 i-0-0 12-0-0 1G i-0 20 OVER CONTINUOUS SUPPORT -0 TYPICAL PLATE: 1.5-4 Truswal Systems Plates are 20 ga. unless shown by "1 /"(1i 9a ), "H"(1/ Ba.), or "MX"(TWMX 20 $9.), positioned per Joint Details Report. Circled plates and false frame plates are poslloned as shown above. Sh(R /able stud plates b avail overlap with structural plates (or staple). WARNIN Read all notes on this sheet and give a copy of it to the Erecting Contractor. Icatiens provided by tfts Mmponern manufacturer This ® " design is for an n" with a curie Mmpecont not truss system. h has Men based an eMNf accuracy. 0imNno in re is be a wnh tho a som smarm a TRI and ARIA design standards. Nrer „nsu asbriclamtian18 uho buildsumed ing dominer must asNnain that the lea Nnsan d n ventiN by n the Mm Mrtethe lsl nI Ian pass by he NN building sods and the particular application. The dssigrt assureds led Nods utillaN M this design mist or heexceedt the IMdIM enpwed tdid HOMEWOOD that the top shore is laterally brach •y the not or n»r bie.hing coed the Mnem.h. d Is laterally ►rassd u a buckling ehoathme Thl:" direotly Tp attached, unless othenvNo noted. Bracing shown is for lateral support of oemponents memo* only N reduM ►ucklirtg length. This MmpeMnt -44 TRUSS USS shall not be Mach In end environment that will CauM tho moisture content M the wood to exceed 19% aid/or cam Mnnector plats ssrroslen. Fabricate, handle, install and YraCo this truss N ecaardon" with 'JOINT DETAILS' by Trvswal,'ANSI/TPI 11, WTCA 1' -Weed Truss Council 4445 Northpark Dr, of Amsdi Standard Design Responsibilities, TiANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' Colo Springs, CO 80907 {HIB -91) and HIB.91 SUMMARY SHEET' by TPI. The Truss Plats Institute (TPI) Is located at D'OnNrle Dn", Madison, Wlssensin 53719. T r u s Pl u s 6.0 Ver: T6.4.2 The American Fereot 91411 Paper Association (AFPA) is located at 111119th Street, NW, spa 904, Washington. DC 20439. 12/18/03 Cust: MITCHELL'S BUILDING SUPPLY W0: Drive T_0301203_L00005_100001 Dsgnr: BW #LC • 14 Wi: 214# TC Live 30.00 psf DurFacs L-1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Ind 1.15 BC Live 0.00 psf O.C.Spacing 2- 0- 0 BC Dead 7.00 psf Design Spec USC -97 TOTAL 51.00 psf DEF.Ratio: L/240 TC: L/240 I nWG# 0002065035 GENERAL GABLE DETAILS FOR WIND LOAD BRACING Optional vent 3-4 opening per design drawing / Pitch or design 1 3-4 drawing Connector plates shown are for example only. See actual truss easrgn for requi r P,-,- •�- - - - - structural table trusses will generally have diagonal and vertical members other that those shown above. used to avoid any ovodaf with primary structural plates. Gable Adequate staples may be used, and should he truss is continuous bearing except as may be noted an individual design rnwings. END (FACE) VIEW )Bax 12" eave - unless noted on / drawing. cable End Taus Brace Interval as specified on the approved engnineering drawing. Typical 2x_ st,-Qback (whaler) brace along back ��-6 Face of gable, braced with + or - 45 degree diagonal 2x_ (lyp.) braced to roof shealhmo as shown. .} Indicates stud members that require bracing! 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSIITPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE (TABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE THE LID LIMIT OF 50 FOR COMPRESSION MEMBERS AND USE 10% OF THE LENGTH (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL MAY BE 7'-S-). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR I DRAG LOADS) HAVE NOT BEEN ARE THE RESPONSIBILITY OF CONSIDERED UNLESS INDICATED ON THE DRAWINGS, ANDTHE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. for nailing or diagonal brace, attached to sheathing and truss each end, lyp. Truss spacings per designs. (24" max) WALU BEARING SUPPORT SIDE VIEW ADDITIONAL STRUCTURAL GABLE TRUSS REQUIREMENTS 7) ALL ITEMS 1.6 LISTED UNDER "REGULAR GABLE EMD TRUSS REQUIREMENTS" APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. - i) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST IBE ACCOUNTED FOR, EITHER IN R BY ADDITIONAL LOADS. ADDITIONAL LOAD STANDARD DEAD LOAD PSF LOADING, O ARE INDICATED BY "LOAD CASE #1" CHART ON THE mESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX010117001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGIN DRAWING ONLY. 2X NOTCHES CUT INTO TOP' CHORDS NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED OIN APPROVED INDIVIDUAL DESIGNS. A TNIS DETAIL IS PIIOVIDED ASSUGGESTED SOLUTION TO THE APPLIGAI lUr1 SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT TJRU ,�-a,�—��SN!ST EMS APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO .7 i.7+ RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. A ESs92 )*)k 69 N. C 5 2 rn tX E .1 110) DATE ( >k OF GB -1 LM MAXIMUM 1'•O' EAVE WITH TEAK PLATE: 5-4 12m4l .5 12111 BLOCKS III "'o•e6 6• x2 OR V-0- EAVE. MAXIMUM. WITH 4 12 OR BTR. 1.101 /'.0' MAXIMUM OUTIOOKERS CUT INTO GABLE Q /MACE SPACINO 32'0,c. I 2x4 /2 MINIMUM CONTINUOUS it I iTT10NOBACK BRACED TO ROOF STIIUCTURE AT i••0' MAXIMUM. II II 2x4 STRONOBACK BRACED II Il = STpONOBACK AT; AT EVERY t'•0' MAXIMUM — - 4'•10' CLE ', 70 MPH 4'•1.S'CLEARSPAN. BO MPH 1 5.0, T}•PICAL MINIMUM GRADE CHORDS AND CONNE'TION / ST STUDS TO % MAXIMUM 24 s•c• n BC SPLICE: ` i 12x/1=I /•t 12011 MAXIMUM 40 PSF LIVE LOAD. So MI'H WIND EXPO50FIE C. EIGHT LESS THAN 20'•0' WALL 3No.C4 m � m wd• 12J 1 II OWALLACING PER BUILDINGI `DESIONER. _I1 HEEL PLATE: 5 f 12x114 (2x4I 1 I i S (2X1) 2x4 CONTINUOUS )SACKING WITH 1d4 NAILS AT I4' G.C. TO THE WALL PLATE - CONTINUOUS BEARING WALL SECTION A EDlI1nEMENTS SHOWNI oAlILE ENO FRAMING CONNECTION DETAILS (MIN. NAIL n ' NGABLE STUD AT f' •.e. 214 SOLID BLOCK WITH 9.164 NAILS SHEATHING TO GABLE EA. END AND M NAILS FnOM SHEATHING M AT /' �.�. TO BLOCK AT B'a.c. 1 M AT 24' 9.4. TRUSS. • 1.1N •led AT ,i I 2.1N AT 24•s.c. SOLID BLOCK 1 WITH D EA. TOE • 2.1 N DETAILS I I 1 X' NOTCH t 92' �•�• � !•1 W NAMED EA. END L 2x4 BnAcc WITH 4.1M NAIIS C IjAIL bl•PgllP! 0 C UOC CONTINUOUS 2111199 ML I V 7/ SYS'IZMS IIKRWAL S/7111M CdIHt1<+AIKNI GABLE DETAILSCo Iw / copy /f It 14 Ih/ Er/rtlrlf C/nlnctor. unM'1 N hCl Wn Nne Wr 1/•ula.n.••1 p�.WIrA M MC C/n'",W wm xrYWKT W 1M �u * M U/Wh«I III dd"I u1 KRWK" Ur WI im W WARNING R•�� x11 nN�t �n fhli �h44t 4n lMI1M11KMMMu1lMrwl 11.e d..y' , kW *n 00.CI.rd UW'WN Uvh� n 1101) r N� II.Nn1AW ilrl W'hM 1 too 6, C.0011-.��•ru lu"0""r�.M IMUMAf►A AnV^lll�pr✓�nM kn bMeMII hMJ U WUWC pAt•JIN" n, W 4T Nu xr1A1 Arlo'" W/� 111 WumN IMI IM IN 1 11 Yher." lylrl hvM 111 hC • ... U/ br• r•rm.44 "hl Iwrr'rMllrYr Wry Vwr*WI, A "Id I/r•1lrhrnj IhNWul 11dK111 en�rd' _M n - /n,1 W~ lhIM Wwl••1 r•I Y•1 d•ryn Ir•.1 n •uiwl,u Ih the[Nr4rrYrWr1 puM ehW,,." YW--rAlo u1ANMnNIInWhrM/°IIIM►MlMrtiMrlllrlYrW1MTIM�VIDi Mem f�11A. y, W . Wrrlw^re. IWHlrlr•ll I.11IY rw1W.• MK. WrV Nny CCl1; O arl W IM wM /,COW ITh PWM ��h Lyrllr/l'1/1 �/ TAI'M 110 f 011 st s..EIAL RAT! CONN ,I.rwWr AW 1.1•rY /WW 111U{!CI'•Ih1Y911 �''xl ' „�tAYC1 M»Iwr1lYr�tlrrl IDU IMUI'COYYAMM�I11NOM AL;UICONPdCl p IpIYM� /Ir LIN IWIIPWrII 9U *41TALLIIM AIS �MCr Iq YCTAL PLAt[ CONr+lC1C0 WOOD I/r�x Mr' .001) IPAI%u1 1S111N1' "'O' MA .Ir,NC 7am �IIyYAlll IrILC11IV M,R»II�hi1•'s Iffol wak"wr rA A' • M��wYff#61,.YrA1Mr. WrKWl�n 771St iM NM A,/wrwl I N r GABLE Ef IL) �L �•��� SHEATHING ON wr r,6,ER,RCO. n,+an roR r• J� a4 swo' SHEAR DESIGN F 10-10 vsr. LOADINC c -(III s,�.?'4 I LUMBER SPECT C�pRi05S 1G -1A-10 OR 20 � 2X4 112 DF -L $1UDS 70 MPH VIIND LOADING _ 2X4 SID- OF -L •IN HCICHi ADD_D+4 sou[ 9TE EiNAN 5*-10lr CHORNO . fOR CABLE ASSCMDLGEATcmAVE " — I 15� NAILS A' +? O.C. ADD ON SPLICE 10 OCCUR AT PANEL 2- ci N ILS pUTL001<ER DETAILS VARIES I3-5 I10RI7. VEN1 IMCIdDCRS NOT REOUIRLD C nND (2) 1A CA ruL-ANO WALL ` L•p To 24" O.C. yf�e•rr nFTAIL �j f� � OCVEL rADLr. END FRAIaE 1.5-3 011E SIO siOE 7- STAPLES le iSUPIES OR (5) 2 .:..:►�^ x 3-5 Mlr1. 0 ` PLATE AS (L Q1 �� rrm —J NG r. .f"43 �I ------- -- -- OPTIONAL CANTILUp 10EVER 4 VATH STUD Cg, W .4-.14. CPA\- UP Tp 24 NO CH SEE OU1L00+<EtR 2x4 DIAGONAL MUCE ,AT U.C. CENTERLINE OR AT 16 -0- 1RUCIURAL tvlN^►�U►� eOAONC DC1All5 arSEE RfuENiS SEARING CONNE CTIONS �I�E THE SOLE RCSPa'tsl P`ICE RAR[[Cr 1. OETAllS Dht 1p Of 111E ENGINEER Cr Y n1111 APES 10 DE WILR1E0 ARC SUGGES110f 1S OIL APPt<OVAL. WITH CIU -1 111E BUILDING DESIGIIERS RECOMIAltI0ATI0145 SEE 7PI NI© -91 FOR OTHERORRK iGd IST 24" 4 -C -- El r 2 - 1Gd NAILS �iAL IENTOCIRLINEDRKOR EAI Al W-0. O.C. A 45 DEC. TRUSS TRUSWAL SYSTEMS ' 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 C001003160 . 11/14/02 Users of Truswal engineering: TX01097001 The TrusPlusT"" engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTM or a 1 x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See. ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A U4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one twrequired, required. Thee"T" nailed brace both edges of the member if two braces are must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural withgrade 10d common or box, may be nailed to one face of the member nails at S" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building designer. 1, EXAMPLES 2. 50iKl 90% L .11 Please contact a Truswal engineer if there are any questic c:lmsdhc ewAnwerNraca-new.let • . V D oa .. AT , _ ,�r� j - a i 2 � • - J � f i �, _ : �lC k 01?•t� fGG �� i �l � f'; ► w (S� C► :Co'� GoVIJP1ru E5y i SE, Z 7.e OG, /10 _B n CO�0 � Bul DI D 1 SION' I APP C� D I / r I 4e,V�, i-- O��D 2X GLOcktN4 ,.t `' L��MP N NI GL1!" o .E.C� .CS FB TtLve* r mog AJI. of., ,. ,. 5 t/+�j w 1��.11 - t r v �1 �.. / . • rt�{G/�/7 7 r�'�^ U�� • is h+,NN �`f : CO /►vV N :Fes a �" t ►Tc*E•Let, IV-%. M, TL. WAMM o� KED! DTthFTttJG ¢�/IC.E: P, 10. W)c oils t240 Hiawwr 911 d'alDLF;"{, C^ 95 i�8 (;r -IV ..tyl Ch 19T,15 ,! , .•, to4� t IMPS=�.. `C" .� '"; ' , PtwN LY. c, k1s14 _