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024-200-069
e Y X 01-1351 024-200-06r7- (o cj aJOHNSON, REED 55 1 JE3 wS,-I --i,-A-N GRIDLEY CONT: OWNER S-fUCCO/WINDOW REPLACEMENT ' 024-200-06Y 01-1455 JOHNSON, REED '397 LARKIN RD GRIDLEY s CONT: OWNER REPLACE EX FIVAC 024-200-967--- 06-0599" ANGEL, GREG 557 JOHNSON CLAN RD, GRIDL Y CONT: PINWICK GENERAL ADD(BDRM- BATH) e .j Butte County Department of Development Services. re F Nour NO T E S f `e 7 County Center Drive, Oroville, CA 95965 (530)538-7601 vrvw.butte COLmty neVdds RESIDENTIAL c AP N: _ Permit No_ Owner. 024-200-067 06-0599 _ ANGEL, GREG `., i • Site Address: 557 JOHNSON. CLAN RD,.GRIDLEY_� __ �� [ Contractor. ( CONT: FINWICK GENERAL ADD(BDRM- BATH)- - - -� Type of Permit: .tf 01-13571 5*6ed d1aW (rC-J'(-I L-1 C7 CONDITIONS CHECKED 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 04 t S DATE JOBFINALED: ' r - _-* SIGNATURE: s; �t r I (rC-J'(-I L-1 C7 CONDITIONS CHECKED 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 04 t S DATE JOBFINALED: ' r - _-* SIGNATURE: OK = rvu, vn 11/tANUFA CTURED. HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 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 ' 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat Q 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 -C10 to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation Q 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE DEC K S'C O V E R S`C A R P O R T S `G A R A G ES 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 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-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 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 w15'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg 6iokes-Enclsrs-pnlboards4risultn 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 o'er e` Pool Drawing r i t = OK = Not OK RESIDENTIAL (Single & Duplex) ATE JUN D-45RFLOOR 1 LogilSg-Setbacks-Easements-Flood-Slope 2 tg Main; Soils-Elec Grnd tC 11 Ftg Opth 3 Ftg Garage; Soils-Steel-Elec Gr d Ftg Dpth. 4 F Porches/Decks; Soils -Steel Ftg Dpth ' Stemwalls Main; Steel-Blockouts-Wrapped' 6 Stemwalls Garage; Ste el-Blockouts-Wrapped 69 H.Fd Downs and Special Anchrs Slab, Steel Wrapped 8 . rs-Frplc Ftg-Steel DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test tl Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 Girders-Sills-Anchr Bolts Joists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation 41 DATE FRAMING 41(_SiiI s Proper Materials & Anchrs "o -Studs-Nailing Spacing & Braces-PlatesSound 44 -Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 1 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams-Sz & Bearing aers-Post Caps-Anchrs-Cnnctns a4 Ceiling Joist-Rftr Ties -Purli n -Roof Brac TrussShthg 25 FrpIc Ties or Type A Flue-Frplc Throat Clmc _6'At�t c-Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 2?'gdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28ge Fire Prtctn Framing -RC Channel 29Zty Line Firewall & Opngs Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Sirs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn �� on Roof Ovrhng-Attic Vnts-Rftr Outrgrs Siding -Nailing Veneer 34 Stuc o Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 3 lazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls- Nail' 'g-BoIts /D�/•OCo QC_ 37 BrnUExt4Nall pnls��Z'3.�i 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws DATE JELEfTRICAL 4"0"-�Fxtr & Tmsfrmr CImcgns Prtctn /gamer} c Rcptcls Spacing-Lts & Switches at Doors 4Szj3oxes & No Of Cndctrs Stapled 93�R0 x Installed Close to Edge of Studs & CJ gp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz 93 ❑ CU or ❑AL AC Wire Sz ga ❑ CU or ❑AL 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 Clrncs pnls-Motors-Mech Eqp 51 C es Closet Lt-Shwr Lt -Spa Lt Smoke Detector uHit IPLUMBING 53 Wtr Htr; Vent-Acc-C nibs In Air Baffle ipe; Test & Anchr-Nail Prtctn WV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 T Tub &Shwr, 2nd Flr - TUb•Acc g�Gas Pipe-, Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping DATE MECLLA-NICAL AC Ducts Insultn & Support Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic DATE FIN L _E 66 t Steps -Door & SideLt Prtctn-Landings 6 moke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr IryGarage; abv-flr-Ducts-Mech Prtctn room Exiting & Bath Fxtrs & Tub Acc-SparVGFRIGFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc- Grnd-Air-Gap-Cooking CImc 77 Elec Outlets & Rcptcls atKtchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Lottn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes ❑No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-CImc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntatn thru House la s Prtctn 94 C rections from previous Inspctns 95 s Test -Meters Tagged, Gas-Elec 96 tr & Sewer Cnnctd-D/O to grade -HD Apprvl nergy Cmpinc Cert -Other Certs 98 Address Posted 99. Fire Sprinkler jrz e` ti COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. itl �I 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 workcompleted. If you have any questions pertaining to this matter, or need additional exp n/atiioon, please contact the Building Inspector as indicated below. L I /4" Date -2 0 `6Inspector - REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ;:. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ` 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE n UwNtH 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, pjease contact the Building Inspector as indicated below. S .C. Date IJ 1421w Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 insulation Certificate BUrLDING LOCATION'S Description of Installation ROOF Material Thickness (inches) Brand Name Thermal Resistance (R -Value) •5 11TV Alm" CEILING e� . ..Batt or Blanket Type _ Brand Name . Thickness orches) Thermal Resistance (R -Value) —Y10 Loose Fill Type Brand Name n&,Wxi - Contractor's minimum installed weig t/ft q 3 lb Hnimum thickness C. 3 inches . Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) . 23 f EXTERIOR -WALL :� Brand Name Material , 'Thermal Resistance (R -Value) Tlticlatess cinches) RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) FOUNDATION WALL Brand Name Material (inches)-7?:mrntal Resistance (R -Value) Thickn Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. Cenerai Contra r (Builder) License Number Date —ale. Signature tele Sub -Contractor (Insulation Installer) Signature and Title License Number Date THIS CERTIFICATE MUST.BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED AWITHI1THE BUILDING. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 638-7636 (OROVILLE) (530)891-2834 (CHICO) OFFICE #: (630) 638-7641 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 the Business and Professions Code, and my license is In full force and effect. License Class :.__a_ License Number: 0 Date: � ' � � ` 19(Contractor. rI WWI C*,, & Jr44Q LL C`JI OWNER -BUILDER DECLARATION I 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 e 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 the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt therefrom and. the basis for the alleged exemption. Any violation of Section 7039.5"by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500).): ❑ I, as owner of the properly, 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' Stale License Law does not apply to an owner of property who builds or improves thereon, and who does 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 proving that he or she did not build or improve for the purpose of 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 properly who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Dale: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I 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 insurance carrier and policy number are: Carrier: Policy #: I certify that in the performance of the work for which this permit Is Issued, 1 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 comply with those provisions. Date: Applicant: wtU� �;ryNfr&L eoNT(1.4c+�HG WARNING: al ure 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 compensation, damages as provided for In Section 3706 of the Labor code, Interest, and attorney's fees. NtKIVII I I�ay. BP060599 Issued Date: 04/17/2006 APN: 024-200-067-000 Site Address: 397 LARKIN RD GRI Map Index: Description: addition (700) Owner: ANGEL, GREGORIO & MARCELINA 557 JOHNSON CLAN RD GRIDLEY, CA 95948 530-846-3165 Applicant: FINWICK GENERAL CONTRACTOR 90 KATIE CT. OROVILLE, CA. 95966 530-370-4855 Contractor: FINWICK GENERAL CONTRACTOR 90 KATIE CT. OROVILLE, CA. 95966 530-370-4855 License #: 850668 Architect: Engineer: Total Square Ft: 700 S.F. Valuation: $45,500.00 Census Code: . 2Q Li � 11�ggC�m� e- oma �C0�17�q� 950p5q u -_ m — r) n CONSTRUCTION LENDING AGENCY This permit Is hereby Issued I hereby affirm that there Is a construction lending agency for the Resolutions to work Indic performance of the work for which this permit Is Issued (Sec 3097 Civ.) By: Name: PERMIT EXPI ES ON:_ Address: applicable provisions of the Butte County Code and/or for which fees have been paid. r�rao Date: � - J'- Cin ❑ 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 19627.5 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 of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection purposeess/��/�///� Print Name :T /1�%�w�lr„%i Signature: Date: 7- Oe ❑ owner. P-1zontractor ❑ Agent for Owner ❑ Agent for Contractor M r n.,Heiinn Pormil 01.16-04 00 1 PV e PERMIT NO. 4121—s1B,P,E ti � ' PERMIT EXPIRES t Ralph Adams 1 OWNER M. CONTR. Harvey 011ar, Yuba City ASSESSOR PARCEL 24-20-48 LOCATION 557 Hopkins Rd., Gridley /04�? • f ; r- 4�+ : x t! , Temp. Power Pole ' Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E w: N JOB FINALED (Date) Signature J = OK' t 0 = Not ,OK - = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's Date DECKS, COVERS, CARPORTS, ETC. (Plans) u, except k . 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams-Rftrs.-Connect-Shthg.-Rfg.--Bracing__ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns-Connections-Splice-Decal-EnciosLres 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. •Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except k's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances _ 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes- Enc losures- Pane lboards-Ins, to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date V =40 C*K - = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready r Date UNDERFLOOR Plans OK except #'s Date FRAMING Continued 1. Zoning requirements -Setbacks -Easements 48. Pigiq!nty C-in-e-F-i0wall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd. / /" Ftg. Depth 49. Sm. -Bee s-9ne 3' -Check Garage --3rd story, 2 exits 3. Ftg., Garage; ils-Steel- / /' g. Depthadroom- -Run-Landing-Fire Protection 4. Ftg., Porches ecks; Soils -St el-'/ /" Ftg. Depth lywood on Roof Ov ang-Att,jr-Yents-P&4er-Q"Ot gers _ 5. Stemwalls, Main; teel-Blocko s -Wrapped -Slab 52. 9i'ding-Nailing-Veneer 6. Stemwalls, Garage; teeI-BI kouts-Wrapped-Slab 53. Mucco Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg\Ste5e 54. aztng r lass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings 75rtst-2 way C/O -Sewer Test 55. Bolts 9. Gas Pipe; Size-Ancho 10. Water Pipe; Test -A hors- gulator-Service Test 11. Electric; Undergr nd 12. Plenums & D c ; Clearance -Ma ial-Support-Ins. 13. Girders -Sills -Anchor Bolts -Joists ents-Cripples Card- Dat - Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date Date FINAL (Plans) OK except p's Date ING (Permit) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 1 a!�,r Pipe; Test & Anchors -Nail Protection 1 W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. f3hearerPerf est, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Twv-�er, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors few, 5 9 62. Stairs & Rails - - 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -B Dat Q Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. er Clearance -Ins. Protection 69. 70. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection Plb., Elec. &Mech. Equip. Listed for Location 7.*!ETc. Receptacles Spacing -Lights &Switches at Doors �Sfze Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. Installed Close to Edge of Studs & C.J. - Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72, Insulation -Foam -Looked in Attic ❑Yes 73. Guard Rails &Deck Construction -Post Caps _- Appliance Circuits in Kitchen &Conductor Size 74. Fdn. Vents &Crawl Hole Door -Drainage &Wood -Earth Clearance Looked under Floor ❑ Yes 26. latITIFU7 ire tze / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al - 27. 14% eUm I 0 -S -Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral El Yes ❑No 75. Following in ] Drive ❑Yes ❑ No; Walks ❑Yes [I No; ❑Ye Planters Yes CJ_ No 28. - i er on uctors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. nets-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet _._-. -@I '-" Shower Light 30. Cinth Gig ^' ower 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. --_---Uk - / AsC>� p/SRn�,E _ 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B-I�i�Date1�20� Card BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK cept q's 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts Insulati & Support 85. 86. Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 32._ Vent Fan; Ex us above Insulation Condensate Dr4'4,& Overflow; Size & Grade 34._ Furnace-Ve Acc s -Comb. Air -Return Air Vent -115V outlet 35. Attic Acceifs & Platfo if Furnace in Attic Card -BI Date Card -BI Date Card -BI ar Cd -BI - Date_ Card -BI Date Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date Comments at Final: Date FRA G(Plans) OK except q's Si , Proper Material & Anchors W Studs -Nailing, Spacing & Bracing -Plates_ -Sound Hn alts over Girders & Floor Nailing -- D_ top in Walls (rat proof) 4 e Stops; Furred Ceilings -Stairs -Chases -Tub 4 Header & Beam -Size & Bearing_ -onnectors 4 gers-Post Caps -Anchors C Cing. Joist-Rftr. Ties-Purlin_-Roof erac.-Truss-Shthng.-Ring. treplace Ties or Type A Flue -Fireplace Throat ig�t ccess: Size & Rom ex Protection -Draft Stop -Ins. Baffles 46. rm. Windo_ws or_Exiling Doors -Sill Hgt. &_Dimensions_ _ 47. Nrage Fire Protection Framing _ (NOTE:Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 r Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE /70, - I N-( R p BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, 'please contact this office immediately. ;e_ rz> Date r-.5 -rT V'* /vY�mom Q,� U���7tlJ� .rte-_ lo.5 j(yl 20.5 3792 20.0 6955 14.5 7125 18.0 1345 20.5 1346 22.5 1347 11.5 2371 24.5 1342 19.0 2372 25.5 7114 27.5 1118 20...5 5114 23:5 3122. 14..5 2522. 31.5 1229 19..0.. 1822 15.5 1862 28-.5 8551 26.. 5 7625. 24...0 . 7557 Acting May 9, 1984 Reid •Johnson RB: Building Permit #4121-81 557 Hopkins Road AP #24-20-48 Gridley, CA 95948 Dear Mr. Johnson: With reference to the above permit, it has expired and no final inspection has been done. We contacted the owner, Mr. Ralph Adams of Arcata, CA, to make arrangements for a final inspection and he gave•us your name and phone•number as the occupant of the property. As we have been unable to contact you by phone, we would appreciate you con- tacting this office within -ten days and setting up an appointment to make this inspection at your convenience. Should you have any questions, please contact this office. • Yours very truly, William Cheff• Acting Director•of Public Works JPG:aj cc: rBuilding loapector-70roville Original 'signer!' by J. F. G lander J.F. Glander Chief Building Inspector -- , . � �- .� , . �, � .. �..�• �:. ,. . ... i C�: .�' r T .. i .. . �, � .. ,; ,. . ... . ,� ,. �. • l . � � � � � -= - LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS rl fc'• � 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541William -(Bill) Chaff Acting Director April' 16, 1984' Ralph Adams Rt 2, Bos 293 Areata, CA 95521 RE: Building Permit # 4121-81 A.P. #24-20-48 Dear Mr. Adams: With reference to the.above subject, we have'been advised by one of our building' inspectors" that there are items requiring corrections for the work which you Vciy& had done ash by Harvey W. 011ar Construction as follows: NO FINAL INSPECTION - 1(1) If_construction complete; make arraagemeuts for final inspection, and if we are able to'final on first trip we will close our records. (2). If construction not complete or if unable to final on first trip; renew permit. Since these items must be corrected before we can final the job or issue the required Certificate of Occupancy, please make the.above.corrections and contact this office within ten (10) days of the date of this letter and request final inspection. Your cooperation in resolving these items in a timely manner will certainly be appreciated. Should you have any questions.concerning this matter, please contact this office. Yours very truly, William Chaff Acting Director of PublierWgrks JFG:dd cc: Building Inspector Oroville r.'V. Glander Chief Building Inspector U ....... county offs LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Qirector 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 WILLIAM (Bill) CHEFF Deputy Director November 16, 1982 Harvey 0llar. 920 Railroad Avenue Yuba City, CA 95991 RE: Building Permit No. 4121-81 Expire 3349/2 Dear Mr. 011ar: (A.P. No. 2tt-20-48 ) Owner: Ralph Adams With reference"to the above subject, our records indicate that your Building Permit will expire on -the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for 1/2 the original -Building Permit Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expira'tion date. Should you not renew your permit in a timely manner, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning this matter, please'contact the Oroville office. For your convenience, we are enclosing a renewal application form and an owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Thank you in advance for your prompt attention concerning this matter. JFG:ds cc: Building Inspector, Oroville Enclosures: Permit Application TT - Yours very truly, Clay Castleberry Director of Public Works /Chi; GBuildi Chief Building Inspector Chico - 196 Memorial Way - 891-2751 Paradise - 747 Elliott Rd.- 872-2961, Ext. 57 wr COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, CaJ:riornia 85965 -Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS - Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER .. LICENSE NO. Plan Checking Fee $ Penalty,' $/� ARCHITECT OR ENGINEERS MAILING� ADDRESS Permit fees".,S BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each gas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ " "Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6OOV OR LESS 100 AMP OR LESS 5•00 ' Main service EA. ADD -L 100 AMP 2.50 NEW CONST. (DWELLING OCCUP.B) OR ADDNS. ACC. BLDGS. 2Q Sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ❑` I am licensed under provisions of Chapt. 9, Div. 3 of the Business Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTRI-OUTLET 2.50 ea NON-RESID BRANCH CIRC ITS NEW CONSTR. POWER APPARATUS &) NON.RESID. (SINGLE OUTLET CIR. Occup .(OUTLETS Ex. OTLETS OR FIXTURES a %� OUIxED APPLNS. OR Ex. Occup.(o UTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 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 shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X " Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE OCCUP. GROUP I TYPE OF CONST, PARCEL i PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By = � �. PERMIT EXPtRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ,.,. �= Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR PINK -INSPECTOR, GOLDENROD -APPLICANT Harvey W. 011ar Construction lay- '11'�tt Building & iSys`ems.ntenance Lic. No. 341494 (674-2977 8 November 18, 1982 Mr. J. F. Glander Chief Building Inspector County of Butte Department of Public Works #7 County Center Drive Oroville, California 95965 Z 920 Railroad Ave. -----'Yuba City, CA 95991 RE: Building Permit #1121--81 Dear Mr. Glander: Owner: Mr. Ralph Adams In regards_ to your, letter of November 16, 1982, and to the above original building permit. I_applied for and rece'ived.the permit; during the repairs, I even received a.correction notice. The corrections were made and the job was completed. I, personally, called your office and requested a final; therefore, I -am surae the. request was. made. What I don't know for sure is whether or not the inspector made the final inspection, or whether the paperwork was completed. Recently, I received a similar letter from your office with.basically the same situation. Upon further research, I learned that particular job was completed and the final was requested. Your inspector,.responded and made the final inspection, although.Ion-site permit paperywork was not where it should have been (possibly, posted on a walk). I am told this is why that particular paperwork was .not completed unt11recently. Mr. Glander, if I have -failed' -to -complete some of'my.paperwork• obligation with your ,department, please accept my apolbgy-:for any, inconvenience I may have caused you. At this time-.`,and,as of approximately 10 or 11 months ago, the project was `completed and a person is living.in the.house. Therefore, we are -not -in need of a renewal permit. Enclosed is the job card for they Adams job:,.. f Thank you, Mr. Glander, for your kind assistance and cooperation. Sincerely, 0J. �Y / Harvey bel. 011ar :kjo vJl� t,J ��7 /A fi Enclosure File: fWO-82-129 G 920 Railroad Ave. -----'Yuba City, CA 95991 RE: Building Permit #1121--81 Dear Mr. Glander: Owner: Mr. Ralph Adams In regards_ to your, letter of November 16, 1982, and to the above original building permit. I_applied for and rece'ived.the permit; during the repairs, I even received a.correction notice. The corrections were made and the job was completed. I, personally, called your office and requested a final; therefore, I -am surae the. request was. made. What I don't know for sure is whether or not the inspector made the final inspection, or whether the paperwork was completed. Recently, I received a similar letter from your office with.basically the same situation. Upon further research, I learned that particular job was completed and the final was requested. Your inspector,.responded and made the final inspection, although.Ion-site permit paperywork was not where it should have been (possibly, posted on a walk). I am told this is why that particular paperwork was .not completed unt11recently. Mr. Glander, if I have -failed' -to -complete some of'my.paperwork• obligation with your ,department, please accept my apolbgy-:for any, inconvenience I may have caused you. At this time-.`,and,as of approximately 10 or 11 months ago, the project was `completed and a person is living.in the.house. Therefore, we are -not -in need of a renewal permit. Enclosed is the job card for they Adams job:,.. f Thank you, Mr. Glander, for your kind assistance and cooperation. Sincerely, 0J. �Y / Harvey bel. 011ar :kjo vJl� t,J ��7 /A fi Enclosure File: fWO-82-129 G r� COUNTY OF BUTTE D'LPARTMENT OF PUBLIC WORKS N 0 T I C E POsi Job card In a safe, conspicuous place. Do not remove until all required Inspections are made and building Is approved for occupancy. Plans must be available on Job. A. P. No. 24-20-48 Owner Ralph Adams Contractor Harvey 011ar, Yuba City Permit No. 4121-81B.P.E Expires///Y/l1 PERMITTEE MUST CALL FOR FOLLOWING INSPECTIONS: INSPECTION DATE INSPECTOR Footings Under round Conduits Do Not Pour Concrete Until Above Signed Underfloor Plumbin Underfloor Electrical Underfloor Mechanical Underfloor Framing Underfloor Piers Do Not Install Floor or Slab Until Above Signed Rough Plumbing Rough Electrical Rough Mechanical Framing Do Not Cover Until Above Signed Fireplace Footing Fireplace Throat Do Not Continue Fireplace Until Above Signed Stucco Lath Scratch and Brown Do Not Cover Until Above Signed DO NOT OCCUPY BUILDING UNTIL ALL THE ABOVE IS SIGNED AND BUILDING IS APPROVED FOR OCCUPANCY MH Utilities Approvall MH Installation DO NOT OCCUPY MOBILEHOME UNTIL ABOVE IS SIGNED AND MOBILEHOME IS APPROVED FOR OCCUPANCY Temporary Gas Temporary Electric CHICO - 196 Memorial Way - 891-2751 OROVILLE - 7 County Center Dr. - 534-4541 PARADISE - 747 Elliott Road - 872-2961, Ext. 57 COUNTY OF.BUTTE . DEPARTMENT OF PUBLIC WORKS r 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 ,CORRECTION NOTICE WNE R,,( f, e"—,-1-5 PERMIT NO. r A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector4�fi"'� Date..'• T BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally 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 c.Class ._.�License Number:$5-0 o & -1 Dale: —00("�Wit�&r`& dO C(� OWNER -BUILDER DECLARATION I 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 permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to rile a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Stale License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and. the basis for the alleged exemption. Any violation of Section 703.1.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500).): ❑ I, as owner of the properly, 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' Stale License Law does not apply to an owner of property who builds or improves thereon, and who does 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 proving that he or she did not build or improve for the purpose of 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 pursuant to the Contractors' Slate License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: I certify that In the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to .tiecome 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 comply with those provisions. Date: Applicant: - WARNING: Failure 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 compensation, damages as provided for inSection3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BPO60599 Issued Date: 04/17/2006 APN: 024-200-067-000 Site Address: 397 LARKIN RD GRI Map Index: Description: addition (700) Owner: ANGEL, GREGORIO & MARCELINA 557 JOHNSON CLAN RD GRIDLEY, CA 95948 530-846-3165 Applicant: FINWICK GENERAL CONTRACTOR 90 KATIE CT. OROVILLE, CA. 95966 530-370-4855 Contractor: FINWICK GENERAL CONTRACTOR 90 KATIE CT. OROVILLE, CA. 95966 530-370-4855 License #: 850668 Architect: Engineer: Total Square Ft: 700 S.F. Valuation: $45,500.00 Census Code: q 2$ V oq(A-7 3 -'(77 -Cf k �5005Q u._.. ►er-nom CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to o work Indicated above for which fees have been paid. performance of the work for which this permit Is issued (Sec 3097 Civ.) Dale: Name: By:6P41443-09 � PERMIT EXPI ES ON: _ `4 `' I - O9 Address: ❑ 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 of Butte County. I hereby authorize representatives of ButteCountyto enter upon the above mentioned property for inspection purposes., . Print Name ' /V/w/)(�fL Signature: .�-- Date: ❑ Owner Y ffl4Zontractor ❑ Agent for Owner ❑ Agent for Contractor ts. U. duuamg rermit u i- io-uv pg i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" CONTRACTOR OWNER Last Nam Name AddressS 7 `1 1+ 8 r4 C,q A/ 21> City�lZj 1� �� Fax State ZipC-O PborteO `d'4 (o — I !v 5 Address Fax E-mailma 220, Ca 3gz,,9Po,,r CONTRACTOR Name )wlc_k GILNrL I_. C'ota-r i K v Add D t r r✓r- Ci�OP_oY lt_L.r state Zi S ons 3?0 _ 4! _s S Fax E-mail Lic. %SD 10 $ Class APPLICANT NAME ARCHITECTIENGINEER Name City Vt Address Zg j 7 City Fax State Zip Phone Address Fax E-mail 220, Ca 3gz,,9Po,,r State Ucense Number APPLICANT NAME Name �. r- /plc Address City Vt Statercv Zg j 7 Phone r �SS Fax E-mail APPLICANT SIGNATURE For office use only: Zoning —IV Flood Zone SRA I Yes No Occ. I Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERAUT NO. BP 06 0 572 BIN # LOCATION Asa _ a -04, -7 Property Address �S A69A1 L N /eb. C'' Ck'),DLFz Cross Street WORKER'S COMPENSATION Policy Number 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 Description or Scope of Work: 220, Ca 3gz,,9Po,,r 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 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 pem-tit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receivedb Amount: 2V"� Bldg �� n SRA Receipt #: M bu Sheriff SMTP �f v Other Dat / 1 I . 4 /Total K:IFORMSMILDING FORMS0dgApplSubRgmts.doc Page 1 of 2 KtV 7-Z7dr4 r' 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: (7f [O ASSESSOR PARCEL NUMBER_D2- L/ `')O Proposed Building Use: Al / 77 V\J Permit Technician: e�411r__5 Date: 3-/7-06 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. /ov 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. r N 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. rJ 4. Engineered truss details and layouts in duplicate. No faxesl \ ❑ 5. Letter from Engineer or Architect for truss design review. �7 1pJ 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 /\J 12. Acknowledgement of building permit application without required clearances. ❑ 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 clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... \ ❑ Erosion Control Plan Required........................................................................ �p 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. CA ❑� 0. City of Chico Plumbing permit....................................................................... ❑ 21. Site plan and business license approval from the City of Biggs .............................." ❑ 22. California Department of Forestry glan approval ❑ paid.. Sent by: ........A.._. ,J 23 Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ❑ 4. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ....:................. /fV 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.................................................................... ❑ 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: 370-1/8 S� When issued Telephone /� / �L ATAJ W)C-/L and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: / -"ZC Date: 1. Index permi) app ication for ttKe ams" numb d: Plan Check Letter Additional items required a�e� ontractor, a igner, owner, was advised o e bo ata by phone, ❑ mail, ❑ counter, by Date: signer, owner, was advised of the above data by ❑phone, ❑mail, ❑counter, by Date: Contractor, designer, owner was advisedof the abov da, y ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: �- Plans approved by: le Date: Z Structural reviewed by: Date: Structural approved b� Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 n, 41 4 E H USE ONLY �.� Plot Plan Attached Floor Plan Attached Sent to BD/DS TO: Building Division - Development Services FROM: Environmental Health M�ECT: Sanitation Clearance P NAM Rto a Owner Location AP# Plan Approved for: Sewage Disposal.—, Water SupplyOA-11 : Publ Clearance for dwelling. Other 5TA/�/�7� A Hold final for: Final clearance O.K. for: NOTE: ��-) lQ L Environmental Healthp� ec alist Building Clearance 9/2005 Date Private Wel 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 angel APN No: 024-200-067 Application Date 3/17/2006 Permit No: BP 06 0599 Permit Type: addition 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $1,072.31 Plan Check portion of Permit Fee -.—$428.92 $643.39 Balance of Building Permit Fee 2 FEMA HYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 (State Responsibility Area) Building Inspection $109.98 0 1 - $204.98 NON-REFUNDABLE portion of fees due at application $428.92 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION ( $428.92 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT r-$647.94 t/ $643.39 `- 1-17-066I.( • $4.55 5 r - -X 4 Balance of Building Permit Fees (from No. 1 above) 5 SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* Applications After 2/14/05 County Chico Urban Area EI Medio Fire District North Chico Specific Plan SR -1, SR -3, SR-1/PD AJC R-1 0 Per Dwellina I IPer SFD MFD 4096.87 3071.14 5372.09 3995.45 3128.31 2297.77 57. MH 3117 RECEIPT DATE Tech/Asst 9 10 10a 11 11a R-2 1 7541.531 6360.081 7236.49 R-3 1 6780.531 5599.081 6475.49 RECEIPT DATE Tech/Asst KOUltnl • RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 0 $100.00 WATER TENDER FEE mot collected when Impact Fees Applicable) Enter Bat.# $200.00 DRAINAGE FEES* CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,736 771 Comanche Creek $8,069 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $8,792 773 Big Chico Creek $6,596 774 Lindo Channel $8,139 775 SUDAD Ditch $6,975 776 Mud -Sycamore Creek $6,070 777 PV Ditch $8,603 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* Gridley Unified 075 • �UQh 12a RECREATION DISTRICT FEES* I• At the time of permit application, 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: Date: 1,7 Pursuant to Government code Section 66020, you are hereby notified those Items followed by an " " may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 PSTMENrr/ o \, `Department of Public Works :o�'y C o u m y o f B u t t e O J. LAND DEVELOPMENT DIVISION O j/ Director el Crump, Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: �%� Project Location and/or Parcel Number: Dot y — aOD" Od-, 7 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 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 law. Signed. Title: i�iVT/L� GT�.e Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 n Biltte County Department ofDevelopmel7tSel-vices 7 County Center Drive °,e,uzr�° Oroville, CA 95965 (530) 538-7601 Telephone ° �. o ° (530) 538-7785 Facsimile C'pu .1-1 BUILDING PERNUT 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: 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 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 Name: ZV 4&,-i c-/,- APN: Building site address: S.5% qg_,yqy , _ 6'4AV /�y Permit No.: 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: 61 SIGNATURE OF APPLICANT DATE' w Copy to Applicant/EHMle K:Forms/BldgPennitwithoutCleaances 020705 C School District A.P. Number BUTTE COUNTY SCHOOLS IMPACTFEE CERTIFICATION FORM (One form per Building) G� 1 A�l Building Department No. �\J risdictio'n: Q city, County Q4.011599 Property Owner Property Location/Address Subdivision Lot No. .......... Residential Development Sq Footage UD No of Living Mobile Home Additio *Supplemental to (Group. R) Units Installation Conversion Permit # No foundation inspection) ........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/Industrial New Addition M Building Department Sq. Footage (including Exterior Roofed, Areas) Date District Identification No. G �� School District certifies that (Ap,pikcant) nuc t;'J1 (Street -Address) U C,-,6 (City) kN,[Ncn r, (Phone Number) (Zip Code) - has complied with the requirements of Resolutio . n No. oz ADM Gj"R on - by payment of $ representing . 0 0 square feet.' 13 2926 $ IVULL MITIGATION $ School District Paid by Check # Remarks: � ., =LIDt4 Date - 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 66020(a), 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 DhrMd Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mMga% Its lnqxvd on the school district's schools. White (school district), Yellow (building department), Pink (applicant) ftefwm.xls (3105)drnm ............ � \�� .............. IR: ............. i ............................................................ ........... ................................ F-0 � - � 1\3 NN 4 Sm 1/9• REHAR TA— L& . OR AS DWICATRD X SST G.R. S SftlWW LS. AEW 0 PORT DREIaaRn MY (-) MIWA (e) CATLVYTEO (8) BOOR • W% PAQE W M) RDOR N MAPA PACS u (PA) ROOK T NAPA PACE to (PD) max a NAPA PMS 0> (R8) POOR 1Y> MAPA PAGE la NOTES: A WMS LTM Vnm Hg ow mT owes w -W-by DTa KROM AMR CUe AY}Ri1L WERE oPPBii@D Piot aN�ORI ANDWBUTTE —Ta6 3 " TW a Ia CAIAMIASED ¢TaC5w04 lJOHYM CLAN ATE1M ..Rx -t o 0 am CAIGIIiTTm TO m DATTL9vRe W umRa Aa. ACRE" ENO" oN Tow MAP IS NET CA="T0 TO Sae c m 2mm w LAMIE Roo. B )wRDs LTfaO afiT91a LA910N WAD AND +wMSOR CYN A ARE 6UE16LT To 1ME IOmITa ®iB PURIIC. C) nO LOT LMS ADMTnW" SxOYa MMM WAS MPROM BY BURY 00MSTT OCPT. w "mx WReS m WT 1. IRaa. 4D PES r RFRCRCTTx s wtRvn aRCOLM. t/Y smEz Am aAsm a T cov»aE Ar twer M CONCRETE PRTa.ea) aHaA$%wOF SIBS1> Duna) o " N BPSR•IP' B (Yi) 10w.65 I VICINITY MAP ,ops 98 h5 N W'aTa l6 N.r.s SCAM 1" 100' 50ME (SA1.R6}-- L a/SU/e00o •A• EEE mTT. BLB 1t01B 9' ( iD 10.00' .5)P� Z� �g W I Iw2CRoa M coxfoakh CB IIRM THE MEQvm—TE w m LAW SPfaa ms 1 I N 1/4 CORNER I sorlwac ro mt srr o I I.m SANE QrlACU@am I I /- m wr LAIC AOnrsrb&Ny �Rl sip. S/w/r {m8 p� �3 317 rouaa PA020AP arm PRR ON) �\ sW 2 �Rl I $ I ) I LANDS OF REED JOHNSON a e1rAA•or a nT.ix' 50.00' (M) ` Rzv 0WN) 1,0'C G 7S I I oR. amf va-rrzaA PARCw. /1 I.. a Oa S Et, I I P.a6 ACa69 I DETAIL "A" N.T.S. N 8729•Di• e LANDS OF TOM JOHNSON ' m acv. cmaen Lm . (R) .. I• L.�ACBPR $ $ 0 9< CORatIX 1n2 3a 1/r aN rla: (Rage) am 9ECOPERPn 3a TMe / COUBSE W 1NLT 6VAVET S)ISCIUNR IN 0 Sl1R t C 0 0WO A 3- ACRD 980199N.MG 1 JOLT 1998 — x wa9•Aa• E (C) 2o55e7 To 1 — JOHNSON CLAN AVE. (HOPHINS) BASIS OF BEARINGS TTNB mom Inas a IT 1 7eAt1ffit wrest OaLHT', roma exrxor mNTB l WED AS N Ba111{YYY 6 PPR 800E aA ItlP3 PAtaa PT. SEE DETAIL "A" NGS I VICINITY MAP ,ops 98 h5 1 u N.r.s SCAM 1" 100' 50ME (SA1.R6}-- L a/SU/e00o •A• EEE mTT. BLB 1t01B 9' ( ft., (RA sm MRL •A' We 6roTG a' -- -.39.00' fAM) �n I )$ COUNTY SURVEYOR'S STATEMENT m$ =9.00 iR9 MAPTian w ADCORvWm eflA 55Cr10a am W TME I.OW "�i 3 "$Im q� •� res' a�oiv cowWT �RVETov t'll ORUSR's STATEMENT a .. raw Som 1* BAY W 1-u Ly 1951. AT .�I/ et- A.M.. w : ) RWx J.'i.+r_ or )UM Ar PA-Emt1 . AT THE RRQ1a19r or OJIA. eawacwlwC_...-_..-.._..�. o .... cooYrr 0.£CD➢D>A N�.o.. 6r RUTTY maRm— LOT LINE ADJUSTMENT cowm OP Mmr� RECORD OF SURVEY IDT 1 AND A PORTION OF LOT 2, "FEATHER RIVER N 8r3a2E Etc ea) I COLONY BOOK 4, MAPS PAGE 30, LYING IN THE tea` i I NW 1/4, SECTION 20, T17N, R3E, M.D.M., BUTTE. COUNTY, CALIFORNIA, FOR 88-018 REED JOHNSON SHEET 1 OF 1 Rook /ys- P =C / `( . ■ VICINITY MAP ,ops 98 h5 1 u N.r.s SCAM 1" 100' L a/SU/e00o y L-5. 4= CA11 SURVEYOR'S STATEMENT .5)P� 15® MAP Colatemy RtpRzsgm ♦ E WT MADR m ME OR Ut•Wwt MT Iw2CRoa M coxfoakh CB IIRM THE MEQvm—TE w m LAW SPfaa ms AR AT Tae REQUEST w R® lfOl N—____w 1T'wl 1899--- sip. S/w/r {m8 �n I )$ COUNTY SURVEYOR'S STATEMENT m$ =9.00 iR9 MAPTian w ADCORvWm eflA 55Cr10a am W TME I.OW "�i 3 "$Im q� •� res' a�oiv cowWT �RVETov t'll ORUSR's STATEMENT a .. raw Som 1* BAY W 1-u Ly 1951. AT .�I/ et- A.M.. w : ) RWx J.'i.+r_ or )UM Ar PA-Emt1 . AT THE RRQ1a19r or OJIA. eawacwlwC_...-_..-.._..�. o .... cooYrr 0.£CD➢D>A N�.o.. 6r RUTTY maRm— LOT LINE ADJUSTMENT cowm OP Mmr� RECORD OF SURVEY IDT 1 AND A PORTION OF LOT 2, "FEATHER RIVER N 8r3a2E Etc ea) I COLONY BOOK 4, MAPS PAGE 30, LYING IN THE tea` i I NW 1/4, SECTION 20, T17N, R3E, M.D.M., BUTTE. COUNTY, CALIFORNIA, FOR 88-018 REED JOHNSON SHEET 1 OF 1 Rook /ys- P =C / `( . ■ LONGFELLow LUMBER CO. INC. Quality Design • Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Rick Finwick Address: 557 Johnson Clan Rd. Gridley, CA. 95966 AP#: 024-200-067 C -20E (Rev. 5105) 7 ti D6-rs�� BUTTS BUILDING 0`1ViS `C APPROVED A fr Job No: Angel Addition (Ange1309) ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 L ZZ ANGEL309 L Finwick Angel Addition Symbols PLATE LOCATION AND ORIENTATION ♦ 1 3/4 • Center plate on joint unless dimensions Indicate otherwise. Dimensions are In Inches. Apply plates to both sides of truss and securely seat. • For 4 x 2 orlentation, locate plates 1/8' from outside edge of truss and vertical web, *This symbol Indicates the required direction of slots In connector plates. 'For tabular plating format refer to the Mrrek/Gang-Nall Joint/Plate Placement Chart PLATE SIZE The first dimension Is the width 4 x 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System BUTTE COUNTY BOTTOM CHORDS A J8 J7 J6 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 2. Cut members to bear tightly against each other. 0 3. Place plates on each face of truss at each Ojoint and embed fully. Avoid knots and wane U at joint locations. 4. Unless otherwise noted, location chord splices at 1/4 panel length (l.6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication, 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT 7, Camber is anon -structural consideration and FARTHEST TO THE LEFT. Is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade BOCA 86-93, 85-75, 91-28 specified. HUD/FHA TCB 17.08 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. ICBO 1591, 1329, 4922 spacing, or less, If no ceiling Is Installed, unless SBCCI 87206, 86217, 9190 otherwise noted. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless 13. shown, Do not overload roof or floor trusses with stacks TM of construction materials. 14. Do not cut or after truss members or plate without MiTek Industries, Inc. prior approval of a professional. engineer. ® 15. Care should be exercised In handling, erection and installation of trusses. TM HYDRO A/R ® nPANNEL OANGNAIL ©1993 Mitek Holdings, Inc. C :ALT• LATERAL 6P-ACE_LCT/hL,._ S VALit �R- RE PLACING COF4 T . fS(LACES A'T V2- OP AT (It. _ TRU!;SES (g' C, 1---10D.G o. 0.6. T YP 2 P,00)5./ 0. /�•-2�� ENRAGE =.°-:=:�: ����--2��• r7RP�GE WITH IOD NAILS _ - 0. G. �rr P . __ �o� i2�P1 A�►E� P, iep1AuNq V Ok Yit? NOTE /2 pol►�s pRAcE MT �II�ITS 6�. E�R�GE HOST l;E b0 % TIE LENGTH OF TvE WEV.. - TIItS MTAIL I5 TO t�,E: U5EE7 A5 AH ALT. 'POR ONE GONTINUOUh LATERAL Al. -Te l -A t �f—AL.- {/�V\lL • TtZ � ihG.Gh !� r a4', 0.&.. TY P . OF ko 2X3, 2X4. OR 1X4 GRADED =R LATERAL BRACE PER TRUSS MAR 2 7 .2002 ;N WITH 2-1 OD PER WEB (fYP). E MAYBE AT. TO EITHER OW FACE OF WEB. (SEE NOTE BELOW) - r, RESTRAINT REQUIREn AT EAG - ENP OF E3RAGE: AHV AT ZO-O" IHTERqALf7. REFER To flit/ -al SUHHARY S�n-r FOR RE&oHHEHVAT1oHE OP TIII: TRIJ55 PLATE INSTIJTE tr(c- LT PjApHlWAl .0ie L ik R. A 1?2 F P� (-i I N (A P� T A I L CGiUhl E7I� I sn7. 2Ev Q I a5 19c - - 1�0T = M I TE.1=. -i"r 1 E STS ?� L { �Y " t,1/17 P_ T I � 2•� � Cl2 2x�{- �C5 �:CJ, I iE� jy(EM(�EiZ . PIT BRACE AT BRACE FZS LOWER THAN 12' H AT MIDPOINT OF BRACE d NAILS =STRON6BAT.K "O LE D6ER o 12' OL) — F LEP6ER (NAIL FMCAL IN IOd \—A35 BRAZE TO FLAT V�—H3 AT 48' OL. — A OTE: TH15 DETAIL MAY BE USED FOR TF455ES NUT14 PITCH® BL. ALSO. )) OPTION TO YjE�B PLATING. USE (3) - 2' WIRE STAPLES (OM2 PIAJ15 6A) ' TOENAILEO THRU CHORD INTO YI» I THRU WEB INTO OVRD ON ONE FAZE FOR A TOTAL OF b STAPLES. (PI). (50 t (HI) MUST BE PLAT®. '�'5ti� A�Cyi Ewe 78693 ��. �!. 01609)3_Q) A acb DIA60NAL BRACE o 4$' OL. .00'T ry-LA-N 3-IOd NAILS EACH END b-IAd COMMON NAILS QA MAXUNBRACED LENGTH OF GABLE END STUD. (2x4 FIR -LAR W - 5TANDARD = 5' -II' - MI AAD BTR. =1'-9' 7 ((� Lu ZCL TG DL 15.0 PSF BZ PL PSF NOTE: 6AB1 E END DE516R BA5W BO LL OA PSF ON 15 MPH WIND, EM-05WE 'B' TOTLD. 50D P5F AT 0-25 FEET MEAN HE16HT. PURFAC. 1.15 YPE OF ,JOB DETAIL Date: 10 -IB -02 Gary Hawkins ARCHITECT 10B TME Lo u-od u1NDER Drawn: AK � (530) 692-2700 -I 1 1/ , 5TATE GHI GO, GALIFO1ZAlIA Job no.: 02-11 (9 1370 RIOOEvOoo OR.. SM.I O FAx:(5303B93,053Z CHico. CA 95973 garyarchmsbcgbbolnef OCT.31.2005 4:26PM MITEK INDUSTRIES,SAC NO.205 P.2 MiTek® October 31, 2005 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads, If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' ox— truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call me at 1-800-772-5351. j Sincerely, Q D ON � FRS � r'049919 L� IL OF u►L Redo -ng (Ray)Yu, P.E./S,E. Regional Vice President Western Engineering Operations RY/ek Job russruss Type Qty1ply 35-0-0 9-1-14 8A-2 I 8A-2 9-1-14 Plate Offsets MY): (5:0-1-15,0-2-4) 820426428 ANGEL309 At MOO. QUEEN 6 1 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Job Reference (optional) Longfellow Lumber Co.. Inc.. Chico. Ca. 95928-7434 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Mar 09 13:35:36 2006 Page 1 -2-0-0 } 6-4-8 11-11A 17.6 0 1 23-0-12 28.7-8 35-0-0 37-M 240-0 64-8 5-6-12 5-6-12 5£-12 5-6-12 6-4-8 2-" Scale = 1:62.8 3x8 = 13 12 11 to 3x8 = 3x4 = 4x8 = 3x8 = 3x4 = 9-1-14 17-0-0 25-10-2 35-0-0 9-1-14 8A-2 I 8A-2 9-1-14 Plate Offsets MY): (5:0-1-15,0-2-4) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.21 11-13 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.37 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.11 8 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 151 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 3-9-1 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracirS).,'`i WEBS 2 X 4 DF Std G •_�� > REACTIONS (Ib/size) 2=1257/0-3-8,8=1257/0-3-8 Max Horz 2=13(load case 4) Max Uplift 2=54(load case 3), 8=54(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=2913/64, 3-4=-2618/94, 4-5=1850/83, 5-0=1850/83, 6-7=2618/94, 7-8=2913/64, 8-9=0/32 BOT CHORD 2-13=12/2706, 12-13=0/2218, 11-12=0/2218, 10-11=0/2218, 8-10=0/2706 WEBS 3-13=334/10, 4-13=31/477, 4-11=640/37, 5-11=-49/845, 6-11=640/37, 6-10=31/477, 7-10=-334/10 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 35 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-8=14, 1-5=52, 5-9=52 2) UBC: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-8=-34, 1-5=20, 5-9=20 3) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 ® WARNING - Ver{/y design parameters and READ NOTES ON THIS AND INCLODF.D 80TEE REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding tobricalion, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 5113 D'Onofrio Drive. Madison, WI 53719. 16 7777 Greenback Lane r_�m Suite log Citrus Heights, CA, 95610��9 �9 MiTek® Job russ TrussType QtY y R20426428 ANGEL309 A7 MOD. QUEEN 6 1 Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928.7434 LOAD CASE(S) Uniform Loads (plf) Vert: 2-8=2, 1-2=13, 2-5=0, 5-8=2, 8-9=11 Horz: 1-2=33, 2-5=20, 5-8=18, 8-9=31 4) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 2-8=2, 1-2=11, 2-5=2, 5-8=0, 8-9=13 Horz: 1-2=-31, 2-5=-18, 5-8=20, 8-9=33 5) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 2-8=2, 1-2=11, 2-5=2, 5-8=2, 8-9=11 Horz: 1-2=31, 2-5=-18, 5-8=18, 8-9=31 6) 1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 2-8=14, 1-5=52, 5-9=20 7) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-8=-14, 1-5=20, 5-9=52 6.200 s Jul 13 2005 MI I eN Indusines, Inc. I nu Mar 0u 13:35:36 2uub rage e ® WARNING - Ver fy design parameters and READ NOTES ON THUS AND DYCLUDED VOTER REFERENCE PAGE MD -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with N4Tek connectors. Tho design is based only upon parameters shaven. and is for an individual building component. Suite 109 Applicability of design ramenters and proper incorporation Citrus Heights, CA, 95610 pp ty � pa pr p porafion of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding'King ■�■ek fabrication, quality control. storage, delivery. erection and bracing. consull ANSI/TPII Quality Criteria. DSB-89 and BCSII Building Component M e® Safety Information available from Truss Plate Institute. 583 D'Onotrio Drive. Modison, WI 53719. Job russ Truss Type Qtyy pl LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP R20426429 ANGEL309 A2 MOD. QUEEN 4 7 Lumber Increase 1.25 BC .0.52 Vert(TL) -0.37 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Mar 09 13:35:08 2005 Page 1 -2-" 6-4-8 11-11A 17.6 0 23-0-12 1 28-7-8 _ 35-" 37-0-0 2-0-0 6-4-8 56-12 5-6-12 5-6-12 5-6-12 6-0-8 2-0-0 Scale - 1:62.8 GTE 3x8 = 13 12 11 10 3x8 = 3x4 = 3x4 = Us = 3x4 = 9-1-14 17--0 25-10-2 35-0-0 + 9-1-14 BA -2 8A-2 9-1-14 Plate Offsets (X Y): f5:0-2-0,0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.21 11-13 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC .0.52 Vert(TL) -0.37 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.11 8 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 151 lb,;,, LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &BV G TOP CHORD Sheathed or 3-9-1 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2 X 4 DF Std G ;y REACTIONS (Ib/size) 2=1257/0-3-8,8=1257/D-3-8 Max Horz 2=13(load case 4) fit �a Max Uplift 2=54(load case 3), 8=54(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=2913/64, 3-4=2618/94, 4-5=1850/83, 5-6=1850/83, 6-7=2618/94, 7-8=2913/64, 8-9=0/32 BOT CHORD 2-13=12/2706,12-13=0/2218,11-12=0/2218. 10-11=0/2218, 8-10=0/2706 (j WEBS 3-113=334/10,4-13=31/477. 4-11=-640/37, 5-11=-49/845, 6-11=640/37, 6-10=-31/477, 7-10=334/10 Q NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 35 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. ESS/pNq� LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 OQ?,OF �� �DONG Uniform Loads (plf)2C Vert 2-8=14, 1-5=-52, 5-9=52 2) UBC: Lumber Increase=1.25, Plate Increase=1.25 CO fyTt Uniform Loads (plf) LIJ C 19 Vert 2-8=34, 1-5=-20, 5-9=20 3) MWFRS Wind Left Lumber Increase=1.33, Plate Increase=1.33 * EXP. 9/30/06 Sa Cl .P Continued on page 2 Ma ® WARNING • verf/y desfgn parameters and READ NOTES ON THIS AND Il9CLGDED MITER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane • Design valid for use only with Mlek connectors. This design is based only upon parameters shown. and is for an individual building component. Suite 109 �� Applicability of design romenters and proper ink Cilrsls Heights, CA, 956110 "�$' pp lytpa pr p incorporation of component is responsibility of building designer - not truss designer. Bracing shown v� is for lateral support of individual web members only. Additional temporary bracing to insure stability during conshuction is the responsibilriy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ■�■ ek fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Cdterlo, DSB-89 and BCSI7 Building Component M e® Safety Informatlon available from Truss Plate Institute. 583 D'Onofrio Drive. Mad'aon. WI 53719. Job russ Truss Type Qty Ply R20426429 ANGEL309 A2 MOD. QUEEN 4 1 Job Reference (optional) Longfellow lumber Co., Inc., Chico, Ca. 95928-7434 LOAD CASE(S) Uniform Loads (plf) Vert 2-8=2,1-2=13, 2-5=0, 5-8=2, 8-9=11 Horz: 1-2=33, 2-5=-20, 5-8=18, 8-9=31 4) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 2-8=2.1-2=1 1. 2-5=2, 5-8=0, 8-9=13 Horz: 1-2=31, 2-5=-18, 5-8=20, 8-9=33 5) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 2-8=2, 1-2=11, 2-5=2, 5-8=2, 8-9=11 Horz: 1-2=31, 2-5=18, 5-8=18, 8-9=31 6) 1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 2-8=14, 1-5=52, 5-9=20 7) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-8=-14, 1-5=-20, 5-9=52 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Mar 09 13:36:08 2006 Page 2 ,r - ® WARmwG - ver(N design parameters and READ NOTES ON THIS AND 1NCLODED 11t7TEH REFERENCE PAGE AW -7473 BEFORE USE. 7777 Greenback Lane � �m Design valid tar use only wilh MTek connectors. This design a based only upon parameters shown, and a for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shov+n citrus Heighls, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding � tobricotion. quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M. ■eke Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. A4odison. WI 53719. 1997 UNIFORM BUILDING CODE EXCERPTS FROM CHAPTER 23 BU 2320.9.4 Particleboard 'ale a ta�i tiiI u� or as combined subfloort4��y��, ic% all be as set forth in Table 23 -II -F-2. �PP�®� 2320.10 Particleboard Underlayment. In accordance with approved recognized standards, particleboard floor underlayment shall conform to Type PBU. Underlayment shall not be less than 1/4 inch (6.4 mm) in thickness and shall be identified by the grade mark of an approved inspection agency. Underlayment shall be in- stalled in accordance with this code and as recommended by the manufacturer. 2320.11 Wall Framing. 2320.11.1 Size, height and spacing. The size, height and spac- ing of studs shall be in accordance with Table 23 -IV -B except that Utility grade studs shall not be spaced more than 16 inches (406 mm) on center, or support more than a roof and ceiling, or exceed 8 feet (2438 mm) in height for exterior walls and load-bearing walls or 10 feet (3048 mm) for interior nonload-bearing walls. 232.11.2 Framing details. Studs shall be placed with their wide dimension perpendicular to the wall. Not less than three studs shall be installed at each comer of an exterior wall. EXCEPTION: At comers, a third stud may be omitted through the use of wood spacers or backup cleats of 3/8 -inch -thick (9.5 mm) wood structural panel, 3/8 -inch (9.5 mm) Type M "Exterior Glue" particle- board, 1 -inch -thick (25 mm) lumber or other approved devices that will serve as an adequate backing for the attachment of facing materials. Where fire -resistance ratings or shear values are involved, wood spacers, backup cleats or other devices shall not be used unless specifi- cally approved for such use. Bearing and exterior wall studs shall be capped with double top plates installed to provide overlapping at comers and at intersec- tions with other partitions. End joints in double top plates shall be offset at least 48 inches (2438 mm). EXCEPTION: A single top plate may be used, provided the plate is adequately tied at joints, comers and intersecting walls by at least the equivalent of 3 -inch by 6 -inch (76 mm by 152 mm) by 0.036 -inch - thick (0.9 mm) galvanized steel that is nailed to each wall or segment of wall by six 8d nails or equivalent, provided the rafters, joists or trusses are centered over the studs with a tolerance of no more than 1 inch (25 mm). When bearing studs are spaced at 24 -inch (610 mm) intervals and top plates are less than two 2 -inch by 6 -inch (51 mm by 152 mm) or two 3 -inch by 4 -inch (76 mm by 102 mm) members and when the floor joists, floor trusses or roof trusses which they sup- port are spaced at more than 16 -inch (406 mm) intervals, such joists or trusses shall bear within 5 inches (127 mm) of the studs beneath or a third plate shall be installed. Interior nonbearing partitions may be capped with a single top plate installed to provide overlapping at corners and at intersec- tions with other walls and partitions. The plate shall be continu- ously tied at joints by solid blocking at least 16 inches (406 mm) in length and equal in size to the plate or by 1/8 -inch by 11/2 -inch (3.2 mm by 38 mm) metal ties with spliced sections fastened with two 16d nails on each side of the joint. Studs shall have full bearing on a plate or sill not less than 2 in- ches (51 mm) in thickness having a width not less than that of the wall studs. y 2320.11.3 Bracing: % Braced wall lines shall consist of braced wall panels which meet the requirements for location, type and amount of bracing specified in Table 23 -IV -C-1 and are in line or offset from each other by not more than 4 feet (1219 mm). Braced wall panels shall start at not more than 8 feet (2438 mm) from each end of a braced wall line. All braced wall panels shall be clearly indicated on the plans. Construction of braced wall panels shall be by one of the following methods: p-fNominal 1 -inch by 4 -inch (25 mm by 102 mm) continuous al ,01'studs,nplaced at anlet angletop not more bottom than 0 degreesorle lessintervening than 45 degrees from the horizontal, and attached to the framing in con- formance nce with Table 23 -II -B-1. 2. Wood boards of 5/8 -inch (16 mm) net minimum thickness Lapplied diagonally on studs spaced not over 24 inches (610 mm) on center. 3.1Wfood structural panel sheathing with a thickness not less -than 5/16 inch (7.9 mm) for 16 -inch (406 mm) stud spacing and not less than 3/8 inch (9.5 mm) for 24 -inch (610 mm) stud spacing in accordance with Tables 23 -II -A-1 and 23 -IV -D-1. 4. Fiberboard sheathing 4 -foot by 8 -foot (1219 mm by 2438 mm) panels not less than 1/2 inch (13 mm) thick applied vertically on studs spaced not over 16 inches (406 mm) on center when in- stalled in accordance with Section 2315.6 and Table 23 -II -J. 5. k ypsum board [sheathing 1/2 inch (13 mm) thick by 4 feet ``(1219 mm) wide, wallboard or veneer base] on studs spaced not over 24 inches (610 mm) on center and nailed at 7 inches (178 mm) on center with nails as required by Table 25-I. 6. *Particleboard wall sheathing panels where installed in ac- cordance with Table 23 -IV -D-2. 7. Portland cement plaster on studs spaced 16 inches (406 mm) -on center installed in accordance with Table 254. �8. Hardboard panel siding when installed in accordance with Section 2310.6 and Table 23 -II -C. -Method-l-isnot-permitted in*,Seismic Zones 2B, 3 and 4. For cripple wall bracing, see Section 2320.11.5. For Methods 2, 3, 4, 6, 7 and 8, each braced panel must be at least 48 inches (1219 mm) in length, covering three stud spaces where studs are spaced 16 inches (406 mm) apart and covering two stud spaces where studs are spaced 24 inches (610 mm) apart. For Method 5, each braced wall panel must be at least 96 inches (2438 mm) in length when applied to one face of a braced wall panel and 48 inches (1219 mm) when applied to both faces. All vertical joints of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking equal in size to the studding except where waived by the installation requirements for the specific sheathing materials. Braced wall panel sole plates shall be nailed to the floor framing and top plates shall be connected to the framing above in accord- ance with Table 23 -II -B-1. Sills shall be bolted to the foundation or slab in accordance with Section 1806.6. Where joists are per- pendicular to braced wall lines above, blocking shall be provided under and in line with the braced wall panels. 2320.11.4 Alternate braced wall panels. Any braced wall panel required by Section 2320.11.3 may be replaced by an alter- nate braced wall panel constructed in accordance with the follow- ing: 1. In one-story buildings, each panel shall have a length of not less than 2 feet 8 inches (813 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with 3/8 -inch -minimum -thickness (9.5 mm) plywood sheathing nailer with 8d common or galvanized box nails in accordance with Table 23 -II -B-1 and blocked at all plywood edges. Two anchor bolt; installed in accordance with Section 1806.6, shall be provided it each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie -down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1,800 pounds (816.5 kg). The tie -down device shall 1-219 �I TITLE 24 REPORT ,.. Title 24 Report for: Greg & Marcie Angel 557 Johnson Clan Road Gridley, CA 95948 Project Designer: Greg & Marcie Angel - OWNER 557 Johnson Clan Road Gridley, CA 85916 Report Prepared By: Jim Spurlock Jim Spurlock P.O. Box 67 Berry Creek, CA 959.16 (530) 519-3844 Job Number: 06-105 e�z'' er- BUTTE COUNTY Date: BUILDING DIVISION APPROVED 3/11/2006 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.eneraysoft.com. EnergyPro 4.0 by EnergySoft Job Number: 06-105 User Number: 6494 TABLE OF CONTENTS I Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Summary Form WS -5R Residential Kitchen Lighting HVAC System Heating and Cooling Loads Summary Room Load Summary Room Heating Peak Loads Room Cooling Peak Loads 1 2 3 7 9 10 11 12 13 EnergyPro 4.0 by EnergySoft Job Number: 06-105 . User Number: 6494 Certificate Of Compliance: Residential ❑ Addition (Part 1 of 3) CF -1 R Projec Title Road ❑ Multi Family [X_1 Existing + Add/Alt 3/11/2006 Date 557 Johnson Clan Project Address Gridley (South)180 deg Raised Floor Area: Building Permit # Sntirlo k Natural Gas (530) 519-3844 700 2 _.10m Docume tation Author Telephone PlanCheck/Date FnprqyPro 218 ft2 Avg. U: 0.46 11 Field Check/Date CompliNfice Method 14.9% Avg. SHGC: 0.46 Number of Stories: Climate Zone BUILDING ZONE Source Energy Use Standard Proposed Compliance Vent (kBtu/sf-yr) Design Design Margin Hgt. Area 2 —ala Space Heating 16.65 10.48 6.17 Space Cooling 20.43 20.28 0.14 Fans 4.06 3.92 0.14 Domestic Hot Water 14.13 12.57 1.56 Pumps 0.00 0.00 0.00 Totals 55.27 47.25 8.02 Standard: 14.5% Building Type: [_X] Single Family ❑ Addition Total Conditioned Floor Area: 1,460 ft2 ❑ Multi Family [X_1 Existing + Add/Alt Existing Floor Area: 0 ft2 Building Front Orientation: (South)180 deg Raised Floor Area: 760 ft2 Fuel Type: Natural Gas Slab on Grade Area: 700 2 Fenestration: Average Ceiling Height: .0 ft Area: 218 ft2 Avg. U: 0.46 Number of Dwelling Units: 1.00 Ratio: 14.9% Avg. SHGC: 0.46 Number of Stories: 1 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume 146n 116 Units Zone Type Type 00 Conditlonpd Sethark— Hgt. Area 2 —ala HVAC cyst OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Flnnr wnnd 760 0 0-47 R_19 R-0 O _0 1 A Wall Wood 168 0 102 —B13 R-0 0 180 g0 Wall Wnnd 144 _0 095 R-15 R-0 0 _x_90 Wall WMA 251 n 1n? R_13 R -n 0 270 _90 nnor None 39 n SM None R-0 0 270 _90 Wall Wood 176 0 102 R-13 R-0 0 —0 go Wall 1llload— 124 —n noA R-15 R-0 0 --90 Wall WMA 288 0 1 n2 R-13 R-0 0_ AnAO Roof Wood 760 0 048 R_1 A R-0 a lap n Roof Wood 700 0.032 R_30 R-0.0 _ a Gains Condition Y / N Status JA IV Reference Location / Comments EnergyPro 4.0 by EnergySoft User Number: 6494 Job Number: 06-105 Page:3 of 13 Certificate Of Compliance: Residential (Part 2 of 3) CF -1 R Greg & Marcie Angel 3/11/2006 Project Title Date FENESTRATION SURFACES True Cond. Location/ # Type Area U -Factor' SHIS Azm. Tilt Stat. Glazing Type Comments 5 Window Front (South) 12 0 n" 11&AQibS 11&g 180 -9a New nnuhlP Non Metal r1par Ist Floor 2 Window Front (South) 32.0 0.370 NFRC 0_32 NFRC 180 90 New JWC 5300 Vinyl/Low-E 1st Floor 3 Window Rear (North)16.0 0.370 NFRC 0_32 NERC 0 90 New IWC 5300 Vinyl/Low-E 1st Floor 4 Window Left (West) 30.0 0.580 116-A 0_65 116-B 270 90 New Double Non Metal Clear 1st Floor 5 Window Left (West) 12.0 0.580 116-A 0_65 •116-B 270 90 New Double Non Metal Clear 1st Floor 6 Window Rear (North) 24.0 0.580 116 0.65 116-B 0 90 New _Double Non Metal Clear 1 st Floor L Window Rear (North) 12.0 0-580116A-0-fi5, 116 0 New rouble Non Metal Clear 1st Floor 8 Window Rear (North) 36.0 0.370 NFRC 0_32 NFRC 0 90 New IWC 5300 VinyULow-E 1st Floor 5 Window Right (East) 44.0 0.370 NFRC J= NFRC 90 90 New IWC 5300 Vin)l/Low-E 1st Floor 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B INTERIOR AND EXTERIOR SHADING Window Area Thick. Heat Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 6.8 3.0 6.0 0.1 6.0 6.0 2 Bug Screen 0.76 1 st Floor / Exterior Mass Frame Wall, Gyp. Board 144 3 Bug Screen 0.76 6.8 4.0 2.0 0.1 2.0 2.0 4 Bug Screen 0.76 6.8 8.0 2.0 0. 90 _2.4 5 Bug Screen 0.76 6.8 3.0. 10.0 0.1 10.0 10.0 6 Bug Screen 0.76 6.8 6.0 9-0 0,] _2 2-0 7 Bug Screen 0.76 Insulation 8 Bug Screen 0.76 6.8 9.0 2.0 0.1 2.0 2.0 9 Bug Screen 0.76 Slab Perimeter 75 None No Insulation THERMAL MASS FOR HIGH MASS DESIGN Run Initiation Time: 03/11/06 14:34:57 Run Code: 1142116497 EnergyPro 4.0 by EnergySoft User Number: 6494 Job Number: 06-105 PageA of 13 Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments Frame Wall, Gyp. Board 168 0.00 13 0_09 2 09-A3 New 1 st Floor / Exterior Mass Frame Wall, Gyp. Board 144 0.00 13 0_09 2 09-A4 New 1 st Floor / Exterior Mass Frame Wall, Gyp. Board 251 0.00 13 0_09 2 09-A3 New 1 st Floor / Exterior Mass Frame Wall, Gyp. Board 176 0.00 13 0_09 2 09-A3 New 1 st Floor / Exterior Mass Frame Wall, Gyp. Board 0.00 13 0_09 2 09-A4 New 1 st Floor / Exterior Mass PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 75 None No Insulation 26-A1 New 1st Floor Run Initiation Time: 03/11/06 14:34:57 Run Code: 1142116497 EnergyPro 4.0 by EnergySoft User Number: 6494 Job Number: 06-105 PageA of 13 Certificate Of Compliance: Residential (Part 2 of 3) CF -1 R Greg & Marcie Angel 3/11/2006 Project Title Date FENESTRATION SURFACES True Cond. Location/ # Type Area LI -Factor" SHGC2 Azm. Tilt Stat. Glazing Type Comments 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LEA. REA. Dist. Len. Hgt. Dist. Len. Hgt. THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments Frame Wall, Gyp. Board 288 0.00 13 0.09 2 09-A3 New 1 st Floor / Exterior Mass PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Run Initiation Time: 03/11/05 14:34:57 Run Code: 1142116497 EnergyPro 4.0 by EnergySoft User Number: 6494 Job Number. 06-105 Page:5 of 13 Certificate Of Compliance: Residential (Part 3 of 3) CF -1 R Greg & Marcie Angel 3/11/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC System Central Furnace 94% AFUE Split Air Conditioner 14.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location R -Value Status Teste HVAC System Ducted Ducted Attic 6.0 Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Ratedl Tank Energy Standbyl Tank Insul. Water Neaten # in Input Cap. Condition Factor Loss R -Value System Name Type ` Distribution Syst. (Btu/hr) (gal) Status or RE 1 (%) Ext. Rheem 41 VRP50PT . Small Gas No Pipe Insulation 1 40,000 50 New 0.65 n/a n/a Multi -Family Central. Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Firm: Greg & Marcie Angel - OWNER Address: 557 Johnson Clan Road Gridley, CA 95916 Telephone: Lic. M signature (date) Enforc,00t Agency Name: Title/Firm: Address: Telephone: Documentation Author Name: Jim Spurlock Title/Firm: Jim Spurlock Address: P.O. Box 67 Berry Creek, CA 95916 Telephone: (530) 519-3644 (signature (date) Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Low-rise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercedes the items marked with and asterisk (7 below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not applicable. WA DESIGNER ENFORCE - MENT Building Envelope Measures ❑ R ❑ § 150(.): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ ❑X ❑ § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ Q ❑ apply to exterior mass walls). ❑X ❑ ❑ § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ ❑X ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. ❑ Q ❑ 1. Masonry and factory -built fireplaces have: ❑ R ❑ a. closable metal or glass door covering the entire opening of the firebox 0 ❑ ❑ b. outside air intake with damper and control, flue damper and control ❑x ❑ ❑ 2. No continuous burning gas pilot lights allowed. . ❑X ❑ ❑ § 150(f): Air retarding wrap installed to comply with 6151 meets requirements specified in the ACM Residential Manual. ❑X ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑X ❑ ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facingi no greater than 0.3%, water vapor ❑X ❑ ❑ permeance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ❑ n ❑ CF -6R Form: ❑X ❑ ❑ § 116-17: Fenestration Products, Exterior Doors, and Infiftration/Exfittration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ER ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain El ❑ El (SHGC), and infiltration certification. 0 ❑ ❑ 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ER ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ Q ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. ❑ R ❑ § 1500: Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 150(j): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑X ❑ ❑ having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external Q ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150 -AB or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire Q ❑ ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. ❑X ❑ ❑ 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. Q ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, 0 ❑ ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑X ❑ ❑ entirely in conditioned space. 7. Solar water -heating systemsloollectors are certified by the Solar Rating and Certification Corporation. N ❑ ❑ EnergyPro 4.0 by EnergySoft User Number. 6494 Job Number: 06-105 Page:7 of 13 Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (*) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check WA if not ENFORCE - applicable. WA DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 0 ❑ ❑ 605, and Standard 6S; supplyair and retumair ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 1818 or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than X❑ ❑ ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and ® ❑ ❑ support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause b. Cover for outdoor pools or outdoor spas. X❑ ❑ ❑ reductions in the cross-sectional area of the ducts. X❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ® ❑ ❑ 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ® ❑ ❑ duct tapes unless such tape is used in combination with mastic and draw bands. § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 150-0, and do not contain a medium screw base socket (E24lE26). Ballasts for lamps 13 Watts or greater are ® ❑ ❑ 4. Exhaust fan systems have back draft or automatic dampers. ❑ X❑ ❑ luminaire has factory installed HID ballast. . 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ® ❑ ❑ dampers. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ X❑ ❑ 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ® ❑ ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑X❑ ❑ retardant and provides shielding from solar radiation that can cause degradation of the material. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ FAI ❑ same lot shall be high efficacy luminaires (not including lighting around swimming poolstwater features or other Article ® ❑ ❑ 7: Flexible ducts cannot have porous inner cores. 0 ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the X❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: ® ❑ ❑ a. At least 36' of pipe between finer and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. X❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. X❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ® ❑ ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 ®r : Cool Roof material meets specified criteria Fx] ❑ ❑ Lighting Measures § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 150-0, and do not contain a medium screw base socket (E24lE26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-0, ❑ X❑ ❑ luminaire has factory installed HID ballast. . § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ 0 ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ X❑ ❑ OR are controlled by an occupant sensor(s) ceritfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ a] ❑ controlled by an occupant sensor that complies with Section 919(d) that does not turn on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑X❑ ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ FAI ❑ same lot shall be high efficacy luminaires (not including lighting around swimming poolstwater features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. 0 ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro4.0 by EnergySoft User Number: 6494 Job Number: 06-105 Page:8 of 13 Residential Kitchen Lighting Worksheet WS -5R Greg & Marcie Angel 3/11/2006 Project Title Date At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires as defined in Table 150-0. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. High Efficacy Luminaire Type High Efficacy? Watts Quantity Watts Other Watts Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Total A: 0 B: 0 COMPLIES IF A >_ B YES ® NO ❑ EnernvPro 4.0 by EnergySoft User Number: 6494 Job Number: 06105 Page:9 of 1 JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Greg & Marcie Angel 3/11/2006 SYSTEM NAME FLOOR AREA HVAC System 1,460 Number of Systems 1 Heating System Output per System 38,000 Total Output (Btuh) 38,000 Output (Btuh/sgft) 26.0 Cooling System Output per System 25,000 Total Output (Btuh) 25,000 Total Output (Tons) 2.1 Total Output (Btuh/sgft) 17.1 Total Output (sgft/Ton) 700.6 Air System CFM per System 895 Airflow (cfm) 895 Airflow (cfm/sgft) 0.61 Airflow (cfm/Ton) 429.6 Outside Air (96) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above aiven at ARI conditions 25.0 OF 67.2 of Outside Air 0 cfm Supply Fan 895 cfm 67.2 of Outside Air 0 cfm 67.2 0 F Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible latent I CFM I Sensible 1,202 19,115 369 606 22,128 0 2,669 2,649 0 0 0 0 0 0 0 0 0 2,669 2,649 24,ZZ 369 27 425 Bryant 556AN024-EI350MAV024040 19,570 3,641 38,000 Total Adjusted System Output 19,570 3,641 38,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 m Jan 12 am Heating Coil Supply Fan 895 cfm at Time of �% Return Air Ducts 4 60.3/57.7°F Gaoling Coil k Return Air Ducts 'I Supply Air Ducts ROOMS 70.0 of Supply Air Ducts 63.1/58 . 7OF 46.8% R.H. ROOMS I EneravPro 4.0 by EneruvSoft User Number. 6494 Job Number: 06-105 Page: 10 of 13 1 ROOM LOAD SUMMARY PROJECT NAME . Greg & Marcie Angel DATE 3/11/2006 SYSTEM NAME HVAC System FLOOR AREA 1,460 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mutt. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE 1st Floor 1st Floor 1 1,202 19,115 369 1,202 19,115 369 606 22,128 PAGE TOTAL 1 1,202 19,115 369 606 22,128 TOTAL 1 1,202 19,116 369 606 22,128 EnergyPro By EnergySoft User Number: User Job'Number: 06-105 pg .11 of 13 ROOM HEATING PEAK LOADS Project Title Date Greg & Marcie An el 13/11/2006 Room Information Desi n Conditions Room Name 1st Floor Time of Peak Jan 12 am Floor Area 1,460 Outdoor Dry Bulb Temperature 25OF Indoor Dry Bulb Temperature 70OF Conduction Area U -Value AT of Btu/hr perimeter = 75.0 x X X X X x X x X X x X x X x X X X X x . X X X X X X X X X X X X X X X X X X X 0.7300 X X X x x X X X X X X x X X x X x X X X X x X X X X X X X X X X X X X X X X X 45 = = = = = = = = = = = = = = = = = = = = = 2,464 759.7 0.0370 45 1,265 168.0 0.1020 45 771 12.0 0.5800 45 313 32.0 0.3700 45 533 144.0 0.0950 45 616 16.0 0.3700 45 266 251.0 0.1020 45 1,152 30-0 0,5800 45 783 12.0 0.5800 313 39.0 0.5000 45=87 176.0 0.1020 45 808 24.0 0.5800 45 626 12.0 0.5800 45= 313 1240 0.0950 45=SM 36.0 0.3700 45 599 288-0- 01020. 45=1322 44.0 0.3700 45=733 759.7 0.0480 45 1,641 700.0 0.0320 45 1.008 Items shown with an asterisk (7 denote conduction through an interior surface to another room. Page Total: 16934 Infiltration: 1.�chedut00e x Air Sensible x Area x Ceiling Height x eghtx A H� / s ] X ATAT = 5 194 Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 26,289 EnergyPro 4.0 by EnergySoft User Number: 6494 Job Number: 06105 Page: 12 of 13 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date Greg & Marcie Angel 3/11/2006 Room Information Desicin Conditions Room Name: 1st Floor Outdoor Dry Bulb Temperature: 780E Floor Area: 1,460 sf Outdoor Web Bulb Temperature: 104oF Indoor Dry Bulb Temperature: 78 of Outdoor Daily Range: 370F Opaque Surfaces 13 Wall Wood Door R-13 Wall R-13 Wall R-19 Roof Attic R-30 Roof Attic Orientation Area X X X X X X X X X x x x U -Factor X X X X X X X X X x x x CLTD 1 = = = = = = = = = = = = 759.7 0.0370 13.6 168.0 0.1020 20.0 268.0 0.0950 17.0 251.0 0.1020 27.0 39.0 0.5000 27.0 176.0 0.1020 17.0 288.0 0.1020 27.0 759.7 0.0480 50.2 700.0 0.0320 50.2 72.1 1,906 est 12.0 33.5 0.0 72.1 402 North Items shown with an asterisk (7 denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Page Total Btu/hr Orientation Shaded Area X x x X X X X x X X X GLF + + + + + + + + + + + Unshaded Area X X x X x x x X X X 1XI= GLF = = = = = = = = = Btu/hr South 12.0 33.5 0.0 45.7 402 South 0.0 17.4 32.0 23.4 749 North 0.0 17.4 16.0 17.4 278 est 6.6 33.5 23.4 72.1 1,906 est 12.0 33.5 0.0 72.1 402 North 0.0 33.5 24.0 33.5 803 North 0.0 33.5 12.0 33.5 402 North 0.0 17.4 36.0 17.4 625 East 0.0 17.4 44.0 36.4 1 600 I I Page Total 7166 Internal Gain Btu/hr Occu pants El X Occup ants X 230 Btuh/occ. = 920 Pa P E ui ment x Dwelling Units x 1,6001 Watts/sgft = 1 600 Infiltration: 1.068 x 1.05 x 102.99 x 1 3.0011 Air Sensible CFM ELA OT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 19115 Latent Gain Btu/hr Occupants F 41 x Occupants X 200 Btuh/occ. = 800 Infiltration: 4 789 x 1.05 x 102.99 x -0.00083 = -431 Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 369 EnergyPro 4.0 by Energysoft User Number: 6494 Job Number: 06-105 Page: 13 of 13 LL� 1 CONCRETE PORCH TITLE 24 ENERGY LIGHTING REQUIREMENT 1. KITCHEN 50% OF ALL INSTALLED WATTAGE MUST BE HIGH EFFICACY, AND BE SWITCHED SEPARATELY FROM LOW EFFICACY LIGHTING. RECESSED LUMINARIES IN CEILING MUST BE APPROVED FOR ZERO - CLEARANCE INSULATION COVER AND BE AIR TIGHT, WITH AN ELECTRONIC BALLAST. 2. BATHROOM ALL HARDWIRED LIGHTING MUST BE HIGH EFFICACY OR CONTROLLED BY A MANUAL - ON MOTION SENSOR. 3. GARAGE, LAUNDRY ROOMS AND UTILITY ROOMS. ALL LIGHTING MUST HAVE MANUAL-ON'MOTION CONTROL WALL SWITCH. 4. ALL OTHER ROOMS, HALLS AND STAIRS. ALL HARDWIRED LIGHTING MUST BE HIGH EFFICACY OR CONTROLLED BY A MANUAL - ON MOTION CONTROL WALL SWITCH OR CONTROLLED BY A DIMMER SWITCH. 5. CLOSET: FOR ANY CLOSET. OVER 70 S.F. SEE NOTE #4. 6. OUTDOORS: ALL OUTDOOR LIGHTING ATTACHED TO THE BUILDING MUST BE HIGH EFFICACY OR CONTROLLED BY BOTH A MOTION SENSOR AND PHOTOCONTROL. 4( ARCHITECTURAL &ELECTRICAL FLOOR 4 S 0 TT�0 Department of Public Works / O O IJ C o u n t y o f B u t t e O N O \� O 0 J. Michael Crump, Director LAND DEVELOPMENT DIVISION O O 7 County Center Drive cOUN� A ( �eI-IC VW4 (FAX) 538-7171 1 y � Shawn H. O'Brien, Assistant Director Oroviiie, CA 95965 530) 538-7266 October 13, 2005 Reed B Johnson 954 Township Road Gridley, CA 95948-9538 Re: Application for Certificate of Merger AP 024-200-067 & 068 Dear=Mr. Johnson: BUTTE couTY OCT i 4 `2005 DEVELOPMENT SERVICES Enclosed please find the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on September 1, 2005, under Serial Number 2005-0052591, in the office of the Butte County Recorder. . If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely; Stuart Edell Manager, Land Development Division SE/kp Enclosure cc: Building Division Environmental Health Dept. John Christofferson, GDA Engineering, (03-49) 'i J RECORDING REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 LANDS BEING MERGED: 2005-0052591 Recorded I Official Records I Counts of I Butte I CANDACE J. GRUBBS I County Clerk-Recorderl 1 03:1914 01 -Sep -2M I CERTIFICATE OF MERGER AP NUMBER(S) 024-200-067 068 NUMBER OF EXISTING PARCELS: TWO REC FEE 16. a NP Pane 1 of 4 EXISTING PARCELS CREATED BY: ❑ PATENT 0 GRANT DEED ❑ GIFT DEED O PARCEL MAP ■ SUBDIVISION MAP ■ OTHER RECORDING DATA: YEAR FEBRUARY 20. 1906 BOOK / PAGE OR SERIAL NUMBER: 4 MAPS 30 SUBDIVISION / PARCEL MAP: BLOCK LOTS(S) POR. 1 & 2 RECORDING DATA: YEAR JUNE 30 1998 BOOK / PAGE OR SERIAL NUMBER: 98-27244 SUBDIVISION / PARCEL MAP: BLOCK LOTS(S) As of the date of recordation, those lands noted above are merged to create 2 parcels) of land as yscrib d in Exhibit(s) A & B attached hereto. . IKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that / those parcel(s) as described in Exhibit(s) A & B attached hereto. OWNER'S SIGNATURES MUST�NOTARIZED - Print name and title (if applicable) below signature line X Oyt ia, b Sign and print name ti REED B. JOHNSON Dat Sign and print name & title Date GDA #03-049 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of County of On V)v'Q _ � , -before me, V C4� ,`tit �441X , Date Name and Title of 011icer (e.g., Jane Doe, Notary ublic') personally appeared �_ �0��r1��(1�C� VN , Name(s) of Signer(s) personally known to me – OR – ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the - same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), LYNETTE GARTON or the entity upon behalf of which the person(s) acted, 1h executed the instrument. COMM,># 1351379 QV) ' NOTARY PUBLIC -CALIFORNIA COUNTY OF BUTTE WITNESS my hand and official seal. Comm. Expires April 17, 2006 Signature o Notary Public OPTIONAL Though the information below is not required by law, It may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signers) Signer's Name: Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing RIGHT THUMBPRINT OF SIGNER .. of 1humb here Signer's Name: e Number of Pages: Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: 0 1995 National Notary Association • 8236 Remmel Ave., P.O. Box 7184 - Canoga Park, CA 91309.7184 Prod. No. 5907 Reorder: Cell Toll -Free 1-800-876.6827 EXHIBIT "A" LANDS OF REED JOHNSON RESULTANT PARCEL #1 MERGER RECONFIGURATION ************************************************************************ ALL THAT REAL PROPERTY DESCRIBED AS A PORTION OF LOTS 1 AND 2, ACCORDING TO THAT CERTAIN MAP ENTITLED "FEATHER RIVER COLONY NUMBER 1," AS FILED FOR RECORD IN THE OFFICE OF THE RECORDER ON FEBRUARY 20, 1906, IN BOOK 4, MAPS AT PAGE 30, LYING IN BUTTE COUNTY, CALIFORNIA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 1, AS SHOWN ON SAID MAP, SAID CORNER BEING LOCATED ON THE WEST LINE OF LARKIN ROAD, 35.00 FEET WESTERLY OF CENTERLINE, AND BEING MARKED UPON THE GROUND BYA ONE—HALF INCH.REBARTAGGED L.S. 4208, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED PARCEL OF LAND; THENCE S 000 18'58" W, ALONG SAID WEST LINE, 327.77 FEET; THENCE S 890 34,07" W, 681.12 FEET TO A POINT ON THE WEST LINE OF THAT CERTAIN PARCEL OF LAND AS DESCRIBED IN DEED TO DAVID S. EDWARDS AS FILED FOR RECORD ON APRIL 9, 1906 IN BOOK 95 OF DEEDS AT PAGE 130; THENCE N 00° 07'02" E, ALONG SAID WEST LINE, 327.76 FEET, TO A POINT ON THE NORTH LINE OF LOT 2 ACCORDING TO SAID MAP, SAID POINT BEING MARKED UPON THE GROUND BY A ONE—HALF INCH SPIKE WITH WASHER IN CONCRETE; THENCE N 890 34,07" E, ALONG THE NORTH LINE OF SAID LOTS 1 AND 2,682.26 FEET, TO THE POINT OF BEGINNING AND CONTAINING 5.13 ACRES, MORE OR LESS. END OF DESCRIPTION ************************************************************************ PREPARED BY: 4 • JOHN D. CHRISTOFFERSON, P.L GDA ENGINEERING, SURVEYING, PLANNING dm\legals\03049LDPCLI\ JUNE 2003 TpNc,� F _ N o N0.4208 z Exp. 06-30- 4-0,=_, I EXHIBIT "B" LANDS OF REED JOHNSON RESULTANT PARCEL #2 MERGER RECONFIGURATION ALL THAT REAL PROPERTY DESCRIBED AS A PORTION OF LOTS 1 AND 2, ACCORDING TO THAT CERTAIN MAP ENTITLED "FEATHER RIVER COLONY NUMBER VAS FILED FOR RECORD IN THE OFFICE OF THE RECORDER ON FEBRUARY 20, 1906, IN BOOK 4, MAPS AT PAGE 30, LYING IN BUTTE COUNTY, CALIFORNIA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 1, AS SHOWN ON SAID MAP, SAID CORNER BEING LOCATED ON THE WEST LINE OF LARKIN ROAD, 35.00 FEET WESTERLY OF CENTERLINE, AND BEING MARKED UPON THE GROUND BY A ONE-HALF INCH REBAR TAGGED L.S. 4208; THENCE S 00° 18'58" W, ALONG SAID WEST LINE, 327.77 FEET TO THE TRUE POINT OF BEGINNING FORTHE HEREIN DESCRIBED PARCEL OF LAND; THENCE CONTINUING S 00°18' 58"E, ALONG SAID WEST LINE 327.72 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, SAID POINT BEING A POINT ON THE CENTERLINE OF JOHNSON CLAN AVENUE, AND BEING MARKED UPON THE GROUND BY A RAILROAD SPIKE STAMPED L.S. 4208; THENCE S 890 29,42" W, ALONG THE SOUTH LINE OF SAID LOT 1, 679.99 FEET TO A POINT ON THE WEST LINE OF THAT CERTAIN PARCEL OF LAND AS DESCRIBED IN DEED TO DAVID S. EDWARDS AS FILED FOR RECORD ON APRIL 9, 1906 IN BOOK 95 OF DEEDS AT PAGE 130, SAID POINT BEING MARKED UPON THE GROUND BY A RAILROAD SPIKE STAMPED L.S. 4208; THENCE N 00° 07'02" E, ALONG SAID WEST LINE, 328.58 FEET; THENCE N 89° 34'07" E, 681.12 FEET, TO THE POINT OF BEGINNING AND CONTAINING 5.13 ACRES, MORE OR LESS. . END OF DESCRIPTION ************************************************************************ PREPARED BY: • JOHN D. CHRISTOFFERSON, P.L7.41, GDA ENGINEERING, SURVEYING, PLANNING dm\legals\03049LDPCL2\ JUNE 2003 O• � 2 � N NO. 420z Exp. 06-30&, END OF DOCUMENT August 30, 2005 Reed B Johnson 954 Township Road Gridley, CA, 95948-9538 Re: Application for Certificate of Merger AP 024-200-067 & 068 Dear. Mr. Johnson: At the regular meeting of the Butte County Board of Supervisors held August 30, 2005, the Board upheld your appeal and approved your Application for Certificate of Merger. As recording fees have been submitted by GDA, we will submit the Certificate of Merger to the Butte County Recorder's office, for recording and processing, and we will return your certificate to you. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp cc: Clerk of the Board John Christofferson, GDA Engineering, (03-49) • TE.COUNTY CLERK OF THE BOARD USE ONLY BOARD OF SUPERVISORS MEETING DATE: AGENDA TRANSMITTAL AGENDA ITEM: AGENDA TITLE: CONTINUED PUBLIC HEARING -CERTIFICATE OF MERGER APPEAL - REED B. JOHNSON DEPARTMENT: Public Works DATE: 08-09-05 MEETING DATE 08-30-05 Auditor's Controller's Number (if required): REQUESTED: CONTACT: Stuart Edell PHONE: 538-7266 REGULAR: ❑ CONSENT: DEPARTMENT SUMMARY AND REQUESTED BOARD ACTION: SUMMARY OF REQUEST: Reed B. Johnson -Appeal of a Denial of a Certificate of Merger- confirmation of an August 2, 2005, motion of intent to uphold the appeal and approve the Certificate of merger for a project to reconfigure 2 two parcels into 5.13 acres each, on property located on the northwest corner of Larkin Road and Johnson Clan Avenue in the Gridley area, and identified as AP 024-200-067 and 068. ACTION REQUESTED: Uphold the appeal of the denial to the Reed B. Johnson Merger application, AP 024-200-067 & 068, finding that: A. Due to existing development, the proposed 5.1 acre parcels will provide less conflict with agricultural practices (300 -foot setback) due to the reduction in actual agricultural buffer area from each residential dwelling on the 5.1 acre parcels compared to the existing 1.0 acre and 9.2 acre parcels. B. Would make agricultural more viable on both properties and reduce any health risks. C. That agricultural use will be better served by two 5.1 acre intensively farmed parcels than with a 1.0 acre and 9.2 acre parcels. D. That 5 acre parcels may be found conditionally consistent with the General Plan Designation of Orchard and Field Crops. AGENDA ITEM SUBMITTALS REQUIRE THE ORIGINAL AND TWELVE (12) COPIES A TTA CH EXPLANA TOR YMEMORANDUMAND OTHER BACKGROUND INFORMATIONAS NECESSARY Budgetary Impact: YES ❑ NO If yes, complete Budgetary Impact Worksheet on back Budget Transfer Requested: YES ❑ NO If yes, complete Budget Transfer Request Worksheet on back. (Deadline is one business day prior to normal agenda deadline) Will proposal require an agreement: YES ❑ NO ® CAO OFFICE USE ONLY Auditor's Controller's Number (if required): County Counsel's Approval: YES ❑ NO N Administrative Office Review: Will proposal require additional personnel: YES ❑ NO ® Administrative Office Staff'Contact: Number of Permanent: Temp: X -Help: 4/5's Vote Required: YES o NO ❑ Date Received by Clerk of Board: Previous Board Action Date: 08/02/2005 Additional Information Attached: YES ❑ NO Describe: Butte County Department of Development Services PLANNING DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING Mermrandum To: Butte County Department of Public Woiks — Land Development Division From: Mark Michelena, Department of Development Services, Planning Division Date: August 8, 2005 Re: Motion of Intent to Uphold the Johnson Merger (MER 04-01) Appeal APN 024-200-067 & 024-200-068 The Board of Supervisors made a Motion of Intent to uphold the appeal of the Johnson Merger (MER 04-01) based on the new Lot Line Adjustment/Merger Ordinance (Ord. No. 3877). Under the ordinance, a Merger (Lot Line Adjustment) can be approved if one of three options can be satisfied. The Merger appeal was upheld on the basis that the resulting parcels will improve the design. The findings for upholding the appeal are listed below. Uphold the Appeal for the Johnson Merger (MER 04-01), subject to the following findings: A. Due to existing development, the proposed 5.1 acre parcels will provide less conflict with agricultural practices (300 -foot setback) due to the reduction in actual agricultural buffer area from each residential' dwelling on the 5.1 acre parcels compared to the existing 1.0 acre and 9.2 acre parcels. B. Would make agricultural more viable on both properties and reduce any health risks. C. That agricultural use will be better served by two 5.1 acre intensively farmed parcels than with a 1.0 acre and 9.2 acre parcels. Page 1 of 1 024-200-0.67 A i 01-1351 JOHNSON; REED' ti ' AN GRIDLEY CONT: OWNER STUCCO/WINDOW REPLACEMENT r . ^ rpt 'fti _ •,lK;� ' � �. �•t �,1 ,� ,,•" . COUNTY �5`F BU •E -DEPARTMENT OF DEVELOPMENT SERVICES - BUIL'DNG pIVIS10N • • ' f')4 a,•~ � ..,...` ' PERMIT NO. 7 County Center Drive Oroville, California 95965 Telephone (53�).'5�8-741, (Rev. 12/96) APPLICATION AND PERMIT, ; �; ��''�'`=3 / ASSESSOR PARCEL NUMBER 024-200-067 ZONING �l r • UILpING PERMIT OWNER JOHNSON REED TELEPHONE 846—G69% SO. FT. OCC c ', .uILDING VALUATION h. •.. f .OWNERS MAILING ADDRESS / �A ^{>� j. t / CONTRACTOR'S NAME L TELEPHONE j CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER F. Fireplace LENDER'S MAILING. ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. .Flip ,Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS T Plan Checking Fee $ BUILDINGADDRESS 557 JOHNSON CLA AVE. , GRIDM, q, 9 948 Energy Plan Checking Fee $ iN- r i 1 PERMIT FEE $ 83.QU IDT NO. J �SUBDIVISIONS NAME t PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 ' t USIOFSTRUCTURE f - } ( SF ❑ Duplex ❑ Mobilehome ❑ Other i SPECIFY L Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 ^ �'"" -TYPE OF WORK I New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ '� Describe Work: S11=0 AND WINDOW MLACEMIfT TO )XIS IM, SF C Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 i 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 full force and effect. ' -♦ - License Class - .�, Lic. No. OWNER=BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I %I- 'I' , J I, as owner of the property, or my employees with wages as their sole compensation,L 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 prof ct. ❑ 1 am exempt underBusiness and Professions Code for this reason —I WORKERS' COMPENSATION DECLA TION I hereby affirm and� e�ty of perjury one oe followin declarations: ❑ I have and walrOaihtain n certificate of`eopn_tNt felt insure for workers' compensation, as ov(c��a for b section 370.pf'of t Labor Code, for the performance of the work o w�h Is permit is issu _ ❑ I have and wil alntain workers' t sation insuran as required by Section 3700 of the Lab r Cgde, for the performance work for which this permit is issued. My workers' co a insurance carne d policy number are - re:Carrlef '-- ' Ca Wrier Main Service TO 46.00So WEE200A NEW CONST. DWELLING OCCUP. SO CCU OR ADDNS. ( & ACC. BUDS. 3.50FT. T. P10µgESID MULTI.OUTLN @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. su @ ,,a, Ex. Occup. OUTLET OR FRES BL @ .50 Ex. Occup.oFluxriErs AE�slo °EA 5.00 Temporary Service 23.00 Mobile'Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating CoolingIC Hood -/ 6.50 'Ventilation PERMIT FEI= rS - Policy Number (The above sections need not be completed 'rf permit is for work of a valuation of one hundred dollars ($100) or less.) t I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the orkers' compens n provisions of section 3700 of the Labor Code, I shall fo with co ply I those provisions. / X Date tee Signature of A p/l'ant - Owner ❑ Contractor ❑ Agent An OSHA erZ?; required for excavations over 5'0" dee and demolition or construction of structures over 3 stories in height. p Mobile'Home installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 83.0 HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ""• /� By ` Date r V • v PERMIT EXPIRES ON & , i'12 • �J ate Receipt No. •jaX��'.t��• WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 024-200-061 !Z 01-1455 JOHNSON, REED 397 LARKIN RD GRIDLEY CONT: OWNER REPLACE EX HVAC 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 01-1455 ASSESSOR PARCEL NUMBER 024-200-067 ZONING " BUILDING PERMIT OWNER REM TELEPHONE 6-669 84-7 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 557 .30HIM CLAN AVE.T 8 CONTRACTOR'S/ �NNAMM)gE){{gy�pp VAI�T.i\ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 397 LARKIN RD. MIDI" CA 95948 Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: HVAC TO REMAKE FXIS"PTM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G w @20.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2.*ow oa .ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 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 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 comply with .those provisions. mak.-•�� Date tp X `� / / — Signature of AQplicdnt - 01 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 TO 46. NEW CONST. DWELLING OCCUP. So sCUO OR ADDNS. ( a ACC. BUDS. 3.50 FT. eiG REOSID. MULTI -OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 EX. Occup. OUTLET OR FIXTURES BALFIX®L. 0 Ex. Occup. OuT�rs(RESID.OEw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating 25.00 5.00 Cooling .00 25.00 Hood 6.50 Ventilation PERMIT FEt $ 70.00 Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 70.00 HAZ. p -FEES IMP I FLOOD I COF PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been aid. By /m)o1Ali. "1'� �/ ! Date 6-15-2001 PERMIT EXPIRES ON 6-15-2002 (Date) Receipt No. ?7�1�? 7� f1(1! WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OR DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541` PERMIT o. (Rev.12/96) APPLICATION AND PERMIT D/ —/-�,_:5 ASSESSOR PARCEL NUMBER 024-200-067 ZONING BUILDING PERMIT OWNER JOHNSON REED TELEPHONE 846-6697 SQ. FT. OCC. BUILDING VALUATION 3 500 c- 59NEWS MAI ADDRESS WM -9; � C (y l VY CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS GRIDLEY, CA 95948 Energy Plan Checking Fee $ I n /sI, 3qJPERMIT ' '�/n FEE S $3.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: STUCCO AND WINDOW REPLACEMENT TO EXISTING SF Gas piping system 1 - 5 outlets 15.00 Building sewer 1 15.00 Mobile Home IFFdFw Q20.o0 PERMIT FEE $ ELECTRICAL PERMIT Filing Feel 20.00 800V LESS Main Service 200. OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 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' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO 46.00so CCU000A WEE200A NEW CONST, DWELLING OCCUP. SO OR ADONS. ( a ACC. BLDS. 3.5¢FT. g610T' MULTI -OUTLET 97,50 O a 301NWO�LE o AT Ic A. OUTLET FIXTURES 200 1.00 Ex. Occup.BAS @ .50 Ex. Occup.. OLITLEtDrs .M.DE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of_a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws f California, and agree that I should become subject to the rkers' compens n provisions of section 3700 of the Labor Code, I shall fo with mply i those provisions. X Date 6 (o Q� Signature ofpp cant - Owner ❑ Contractor ❑ Agent An OSHA per s required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 83.00 HAZ. I D. FEES IMP I FLOOD CDF I PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ByDate /r,� r �7 // PERMIT EXPIRES ON (t) (7 , VZ para Receipt No. 32481 $3.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT %,%0V" I T Vt- BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 A,tf,tORPMCg NULlpL ,Rev.12/g APPLICATION AND PERMIT �4�5 PERMITf NO �7 L// /v �~►p BUILDI OWNER NG P ERMIT eeNE owNeRa 6WASM ADDRE„ I 0 6 SO. FT. OCC. BUILDING VALUATION coNrnACTorr, NAMe I S CONSTRUCTION MWER LENDER', MMUNO ADORES ARCHITECT OR ENOINEER ARCHITECT OR UJONEEAa M�SJNO ADORES, auavw0 ADORESS I—LIT"O. tUtONBIDl/a NAME Fireplace ucE►+se No. Total Valuation S Flinn Fee a Permit Fee = Plan Checkin Fee to 10 p' -,\ /1 V 2 , Energy Plan Checking Fee = `�C _ PARCEL MAP PERMIT FEE S PLUMBING PERIuIT USEOFSTRUCTURE SF O Duplex O Mobilehome O Other ,PM TYPE OF WORK New ❑ Addition ❑ Remodel O Ub6bes O Installation O Other O Describe Work: N L C n *PERMIT FEE PAID SRA -- SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NVMSER -� Z4( (F -I ^ * TO k PVT INTO COMPUTER Each Trap Solar or heat pump water Water piping Each gas water heater or Gas piping system 1 .5 a Buildin I sewer Mobile Home G V PERMIT FEE I $ 7.0o 23.00 15.00 15.00 15.00 @20.00 20.00 00 ELECTRICAL PERMIT Flln Fee 20.00 Main Service soDOOAA on LEGS 23.00 Main Service 200A To IOOOA 48.00 NEW CONST. owE1I OCCUP. OR AODNEW CC. BMLD Aas. .SOFT Mi• NOKRESi0. MULTwViL,ET @7.50 POWER APP as as EX. OCCu OR F,rTURES 200 '•00 I Ex. OCCu FO(EO APPLM. ora GAL SO 1 OUTLETS ESIO. EA 5.00 1 Tem ar Service I 23.00 ile Home Facilities 20.00 Misc. Wirina -- - PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 rCHeatino ooling VMobile 6.50ilation PERMIT FEI S Home Installation Fee i Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ ' NAL D. FEES IMP FL.000 coF PARCEL I PO I NO ESUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. " Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YESFAL NO[ ]. 2. I HAVE" HAVE NOT[ ]signed an application for a building permit for the proposed work. 3. I have contracted with . the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. - 4. I planto provide portions of this work,- but I have hired the following person - to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE. NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: D PROPERTY OWNER: Kee -j Ol �l 12cS a SOCIAL SECURITY NUMBER: ; DATE: A D / NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before . we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. ' - Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer. and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and. unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in vour community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can -confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Siniarely Micha 1 C. Vierra, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. BUTTE COUNTY DEVELOPMENT SERVICES �Q�— �- -e e, Address: ` Phone Number: Other Comments: Inspector must draw a plot plan with all building locations: Additional Comments from Inspector: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive 9 Oroville, CA * (530)-538-7541 CORRECTION NOTICE t4 V- 20 - OWNER PER Mff-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 youhave any questions pertaining to this matter, or need additional explanation, plea contact this office immediately. 7'5 41-1 Date Inspector - V REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.S2/96) APPLICATION AND PERMIT 01-1455 ASSESSOR PARCEL NUMBER 024-200-067 ZONING - BUILDING PERMIT OWNER TELEPHONE 0111 RSD846-69-0-7 . OWNERS MAILING ADDRESS 557 JOHNSON CLAN AVE., GRIDLEY CA 95 SQ. FT. OCC. BUILDING VALUATION CONTRACTOR'S NAMETELEPHONE O W LV CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuatl S $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit ^Feel $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ SUILDINGADDRESS 397 LARKIN RD. GRIDLEY CA 95948 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS 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 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: HVAC TO REPLACF EXISTING Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200. OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License LVor 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 Mein Service TO 46.00 CCU000A NEW CONST. DWEWNG OCCUP. DWE200ALLING OR ADDNS. ( a ACC. UDS. SO 3.5dFT: pp"�.R.,. MULTI.OUTLET 97,50 8 POWER SINGLE APPARATUS OUTLET CIR. Ex. Occup. OUTLET OR FOTTURES 20 BAL p _ Iw Ex. Occup.. OUriEis R D.°� 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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 orkers' compensa' n provisions of section 3700 of the bor Code, I shall f with co N wi ose provisions. C X Date � % J 0 1 _ Signature of A j�' n - Owner ❑ Contractor ❑ Agent An OSHA perSrequired for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 129-oo 99 -nn Cooling 25.00 25.00 Hood 6.50 Ventilation PERMIT FEl: $70-00 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 70.00 HAZ. D. FEES IMP FLAOD cDF PARCEL I Po I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for w ' es have been paid. Date h_1 S_�nn1 PERMIT EXPIRES ON 6-15-2002 ate ReceiptNo. 129111 70 0n� WHITE-D.D.S.-B.D. CANARY -ASSESSOR P NK -INSPECTOR GOLDENROD -APPLICANT 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 rfl-- 1Qrj,S ASSMSOR PARCEL NUMBER ZONING - BUILDING PERMIT OWNER TELEPHONE SO, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS s CONTRACTOR'S NAMn cl . r°. t TELEPHONE CONTRACTORS MAILING ADDREIIIS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuatlon S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAKING ADDRESS BUILDING ADDRESS , ' Permit Fee $ Plan CheckingFee $ Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'SNAME PAR EL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome G✓Other BPEcsv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: hLUA no Roo Laee�y- Iyi�-,/ Each gas water heater or vent 15.00 Gas piping !ystem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @?20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 ------------- . • l I *PERMIT FEE PAID uU f SQA - - SHERIFF OTHER AMOUNT RECEIVED i *RECEIPT NUMBER * TO BE PUT INTO COMPUTER Main Service LIOV OR LESS xoA oR LEss 23.00 Main Service 200A TO 1000A 46.00 NEW CONST.( G aE �sUP. 350' OR ADDNS. .. ONS MULTI.OUTLEi NON•RESID. (�G 7.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. ovnET OR FIXTURES zo ® 1.00 SAL .SO Ex. OCCU FlXEO APPI.M. OR OUTLETS REBID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating�� `-540 Cooling co 09, Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ acX CONST. TYPE TOTAL FEES ?Q "' —q-. FEES IMP I FLOOD I COF PARCEL I Po MD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Data) UE � -0 zl� SLI cl C3 OR� szh o q zl� SLI cl ,o J J X O 45 1 I 4r I� r j ,^ xy / Li /r f o , f r I, F 10 .�- �J �caft f Q � W �- o k � M � ,8 —1-V. — At It S -'4c --,os „o,ci WE \�r L '?15kgn O 4,o„ —18�G" � 0 3 101 see the attach B uir gages GINGEC— SSS SO �N Sty N GL/� N f4 -F 1 03,4 - aop- OU7 J)12 [A)N ZY; e y� 3l1 � - i I S BUTTE COUNTY gUEDING DIVISION APP LVED I( 1l�i�Lisc��i4ll 2- 1� jNSULRr�°N LEG�I� ALL WOOLS ax4 a� vQ � .o I \ \ Q\ qr7� '0 Fo i ,1 � \ � a0xY0'' w —�X0 o SLPaG v (rpt D D)s I ON) a � 4, 0 pox y° 0 �o I /0. Vo r514" � 5, ,� ! [0 a o= 0 0a13L�-i'Rnrrz Cl � 'ZACCa 0 aN Ili � � g-30 C3 IQriILrV�IG `0 �1 2- N !:-,LA LA -T -r ON LV4+[1-6 A�> '�- C>24 -aa0- 0&-1 _ wN 13Y BUTTE COUNTY BUILDING DIVISION APPROVED,' Cl - FA CA I d�t I 1 ,I CA I d�t I io 41 - GI I i �13 dxo O CP l L I �t O rl ' o � 7 J J 11 0 4 � � x ci z p M � a / ` O k z cos �z CI'S I- Q CL 'coo n ca in -tl I so mit N f 0 co W /4 R N I N G ! BC■SI-61 SUMMARY SHEET - GUIIDE FOR HANDLING, IINSTALLING AND BRACPING OF METAL PLATE CONNECTED WOOD TRUSSEaa S GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los trusses no est6n marcados de ning6n modo que the frequency or location of temporary bracing. identifique la frecuencia o localizaci6n de los arriostres Follow the recommendations for handling, (bracing) tempordles. Use las recomendaciones de manejo, installing and temporary bracing of trusses. instalaci6n y arriostre temporal de los lasses. Vea el fQljet4 Refer to BCSI 1-03 Guide to Good Practice for BCS I 1-03 Guia de Buena Pr6Ltica nary el Manejo. Instalacidn Handling, Installing & Bracing of Metal Plate y Arriostre de los Trusses de Madera Connectados con Connected Wood Trusses for more detailed Places de Metaloara para mayor iMade ad6n. information. Truss Design Drawings may specify locations of Los dibujos de disefio de los lasses pueden especificar ession las localizadones de los arriostres permanentes en los permanent bracing on indi I u IcoTpr members. Refer to the BCSI-B3 Summary miembros individuales en compresidn. Vea la hoja resumen Sheet -Web Member Permanent Bracing/Web BCSI-B3 Dara los arriostres nermanentes y refuerzos de IDs Reinforcement for more information. All other miembros secundarios (webs) para mayor informad6n. EI permanent bracing design is the responsibility recto de arriostres permanentes son la responsabilidad del of the Building Designer. Disenador del Edificio. ® The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la cada de la estructura o a6n peor, muertos o heridos. 0 Banding and truss plates have sharp edges. Wear ® gloves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes afilados. Use guantes y lentes protectores cuando torte los empaques. I lo HANDLING - MANEJO r]( Allow no more No permita mas Q Use special care in lJ than 3" of defec- de 3 pulgadas de windy weather or tion for every 10' pandeo par cada 30 near power lines of span. pies de tramo, and airports. tb to 6'max. 'e. t 1 Pick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK ;4,7 Bundles rix QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la Cierra par una semana o m6s deben ser elevados con bloques a cada 8 0 30 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento par mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilacl6n. Utilise cuidado especial en dias ventosos o cerca de cables el2ctricos o de aeropuertos. Spreader bar for truss bundles ie "O O 1-7f Check banding Revise los empaques lJ prior to moving antes de mover los bundles. paquetes de trusses. © Avoid lateral bending. — Evite la fiexi6n lateral. TN Do not store No almacene untraced bundles verticalmente los upright. trusses sueltos. 0 Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO 1-7( Trusses 20' or • , % ; ; - r7( Trusses 30' or - IJ less, support " ' IJ less, support at at peak.'j quarter points. f� Levante Levante de 1 a del pito los los cuartos trusses de 20 de trema los pies o menos. trusses de 30 E Trusses up to 20' ipies o menos. I E Trusses up to 30' Trusses hasta 20 pies I Trusses hasty 30 pips HOISTING — LEVANTAMIENTO Hold each truss In position with the erection equipment until temporary bracing Is installed and truss Is fastened to the bearing points. Sostenga cada truss en poslcl6n con la gr6a hasta que el arriostre temporal esti§ instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de m6s de 30 pies. Greater than 30' M6s de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less �— Approx. 1/2 �I truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe -ice\ / T� oe-in Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar Attach above or stiffbadt 10' o.c. max. mid -height I A'!0 D. Spreader bar 2/3 to �— 3/4 truss length —i TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE ® Refer to BCSI-B2 Summary Sheet - Truss Installa- o tion and Temporary Bracino for more information. Vea el res6men BCSI-132 - Instalaci6n de Trusses 4 y Arriostre Temporal para mayor informaci6n. Do not walk on untraced trusses. No camine en trusses sueltos. Top Chord Temporary Lateral Bracing (TCTLB) I QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well ~— before erection of additional trusses. • nin. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR - Truss Span Top Chord Temporary lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies m6ximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies m6ximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies m6ximo 60' to 80'* 4' o.c. max. 60 a 80 ies* 4 pies m6ximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. / Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. \ ® Refer to BCSI-B6 Summary Sheet - Gable End Frame Bracing. I'7( Repeat diagonal braces. Vea el res6men IJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas. Set first five trusses with spacer pieces, then add diagonals. Repeat process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita Este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. , 10'-15' max. Diagonal braces every 30 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Diagonal braces every 10 truss spaces (20' max.) 15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT jEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 Refer to BCSI-B7 Maximum lateral brace spacing ® Gypsum Board Summary Sheet 10' o.c. for 3x2 chords Plywood or OSB - Temporary and 15' o.c. for 4x2 chords 15 Diagonal braces Permanent Bracing 10' 01 every 15 truss for Parallel Chord spaces (30' max.) Trusses for more information. r Vea el res6men BCSI-B7 -Arriostre temporal v Dermanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses mus[ be placed Lateralbraces informaci6n. on vertical webs in line 2x4xl2' length lapped With ,th support. over two trusses. INSTALLXNd)- INSTALACION Q Tolerances for 021`-4hj, —yTyierancias para Fuera-de-Plano. Mowax. Max Be. Max. Bow Len ih —►ss f f Length Bow Length �r ---- .............__.. U / �' ih U— Length ► L 3/4° 12.5' Max. Bow....` -c en 7/8° 14.6' QTolerances fo( D/50 D (ft.) 1" 16.7 Out-of-Plumb.e A 1/4„ 1, 1.1/8° 18.8' Tolerancias Ira ° I 1/2" 2' 1-1/4° 20.8' Fuel -de -P mad o n &LI Plumb 3/4" 3' 1-3/8° 22.9' bob 1-1/2° 25.0' 1-3/4° 29.2' �q�, .—y'/50 max 1-1/2" 6' 2" a 33.3' ' t 11 -3/4„ 1 7' / 2„ ?8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasty que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet - Construction Loading for more information. No exceda las m6ximas alturas recomendadas. Vea el res6men BCSI-84 Carga de Construcci6n para mayor informaci6n. Il Do not overload small groups or single trusses. No sobrecargue peque`nos grupos o trusses individuales. Materiel Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block B" Clay Tile 3-4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sabre tantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sabre las paredes soportantes. ALTERATIONS — ALTERACIONES Refer to BCSI-B5 Summary Sheet - Truss Damage. 3obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Danos de trusses. Modificaciones en la Obra y Emores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de los trusses, a menos que esti§ especificamente permitido en el dibujo del diseno del truss. ®Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construccl6n o han sido alterados sin una autorizacl6n previa del Fabricante de Trusses, pueden reducir o ellminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are a- pabie to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Boor and roof trusses into place SAFELY. These recommendations for handling, Installing and bracing wood trusses are based upon me collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilitles Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection installation Contractor. it Is not Intended that mese recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood trusses and It does not preclude the use of other equlvalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the wood Truss Council of America and the Truss Plate Institute expressty disclaim any responsibility for damages allsing from the use, apDlication, or reliance on the recommendations and Information contained herein. C \I� WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane ° Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/274-4849 • www.woodtruss.com 703/683-1010 • www.tpinst.org BIWARNI1x17 20050501 011-11ALEENRk TE7N, RESUMEN DE LA GUTA DE BUENA P."C IICA PARA EL MANEJO, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONECTADOS CON PLACAS DE METAL