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072-580-013
Corr 072-580-013 �f' .040481i` RMIT gENEWAL 4.,. GILES, PAT .r� :.'PE 119 ELAMS RANCH RD, OROVILLE �DATE:'�} Cont: HYSMITH CONST. ,' t�•BP# NEW SF. b/Gb�s ",EXPIRES:,'$ 0 a h� L r. NOTES PERMIT NO. i cstiy(� I at— 61� cf-b G RESIDENTIAL ' 072 580 00*, r " r t: - 04-0488-- GILES,.PAT, 4.e� � ELAMS RANCH RD, OROVILLE Cont: HI'SIVIITH CONST ` INEW SF PERMIT RENEWAL DATE: 41 a 5` -os - BP# OS/ Oe f§ EXPIRES: 9=/g e76 .Z SPECIAL CONDITIONS i CHECKED BY ZSRA FLOOD CERTIFICATE REQ. . FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS L" VERIFY ~ USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 5 Z t)l SrR l'j4 Pv'/'j RO rc a r L X65 3 f,,,4-- - — ----- — - brl�eS 1h. rd . OFFICE COPY Address j GAS / Meter By . Dates' TRI ` I e er By tyaTe� �y gate { ELECTRIC Meter By Date JOB FINALED (Dre) Signature_ . � a RESIDENTIAL ' 072 580 00*, r " r t: - 04-0488-- GILES,.PAT, 4.e� � ELAMS RANCH RD, OROVILLE Cont: HI'SIVIITH CONST ` INEW SF PERMIT RENEWAL DATE: 41 a 5` -os - BP# OS/ Oe f§ EXPIRES: 9=/g e76 .Z SPECIAL CONDITIONS i CHECKED BY ZSRA FLOOD CERTIFICATE REQ. . FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS L" VERIFY ~ USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 5 Z t)l SrR l'j4 Pv'/'j RO rc a r L X65 3 f,,,4-- - — ----- — - brl�eS 1h. rd . OFFICE COPY Address j GAS / Meter By . Dates' TRI ` I e er By tyaTe� �y gate { ELECTRIC Meter By Date JOB FINALED (Dre) Signature_ J=OK 0 = Not OK Not Alicable . NotReadyy 8. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 2. Soils; Special MH Support Sketch Card B-1 Date Card B-1 3. Sewer; Location -Test -Fall -C/O -Concrete Card B-1 Date Card B-1 4. Water; Location -Test -Easement Needed (Sketch) Health Department Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG Enclosure; Fencing -Alarms 7. Well Clearance & Disconnect Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 8. Utility Clearance 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-bepth-Spacing-Connectors-Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing Card B-1 Date Card B-1 Date Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Health Department Approval 1. Zoning Requirements -Setbacks -Easements 11. 2. Footings; Size -Spacing -Marriage Line Enclosure; Fencing -Alarms 3. Gas; MH Test -Demand -Valve -Connector Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card B-1 . Date Card B-1 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 . Date - Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH,Test-Demand-Valve 5. Electricity; MH Test -6. Wafer; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh . 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-bepth-Spacing-Connectors-Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh . 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI. 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 . Date Card B-1 J;- J=OK 0= Not OK - = Not Applicable . = Not Ready RESIDENTIAL Date UNDE OOR (Plans) OK except #'s Card B-1 Date Card B-1 Date Ing -Setbacks -Ease ents-Flood-Slope (Permit) OK except #'s A.C. Ducts Insulation & Support Ftg., Main; Soils-Elec r .-/ /" Ftg. Depth Vent Fan, Exhaust above insulation 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Condensate Drain & Overflow, Size & Grade 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 5. Stemwalls, Main; Steel-Blockouts-Wrapped Attic Access & Platform if Furnace in Attic 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 6a. Hold Downs and Special Anchors Card B-1 Date Card B-1 7. Slab, Steel -Wrapped 8. P' -Fire lace Ftg.-Steel . D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Dates /JAG Card B-jjW Date Card B-1 Date ' -Card 13-1y Date Card B-1 Date PLUMBING (Permit) OK except #'s Water Ht,.-, Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection 4?1-D.W.V; Test Fittings & Anchor -Nail Protection 0. Shower Pan; Test, First Floor -Tub Access est Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 2.3 Fire st Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s F ture & Transformer Clearance -Ins. Protection EI . Receptacles Spacing -Lights & Switches at Doors �.MSLzjii,,Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 2. quip. Ground made up w/Mech Fasteners -Bond Gas & Water ppliance Circuits in Kitchen & Conductor Size GFI 00: Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No rvice-Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light avl-smoke Detector (Single & Duplex) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL 36. (Permit) OK except #'s A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 1. S'lls Proper Materials & Anchors W Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Dr Stop in Walls (rat proof) Fi Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date AS -Cling. Joist-Rftr.•Ties=Purlin-Roll Brac.-Truss-Shting( Rtns.07 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearanc-e Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles arm. Windows or Exiting Doors -Sill Ht. & Dimensions 5 araae Fire Protection Framinq-RC Channel _ 6 t. Doors -One T -Check Garage 3rd Story, 2 Exits -66. Stairs, Width -Rise -Run -Landing -Fire Protection %L56!15-1ywood on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer ;: \5 eed-Fd. Vents-Underflr. Access 1/59!Giazing Area -Glass Protection -Skylights -Plastic 61. Brace Int i Exterior Wall f ane 62. Insulatio a 63. I nfi ltration-Wal ls-Windows Date Card B-1 Date Card B-1 Date Card B-1 -"` s Date Card B-1 Date FIN L (Plans) OK except #'s Eft. Steps -Door & Sidelight Protection-l-rrdin moke Detector Furnace Vents -clearance -Comb, Air-Connector- Jn Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting F.I. & Bath Fixtures & Tub Access -Spa 6 ec. Trim & Subpanel, Breaker Sizes & Labels . 20 -%ails & Rails 71157 Fireplace or Stove, Clearance -Hearth 7 le Outlets at Wood Panel, Int. & Ext. 7 Kit,-Fixt. &ApRBance; Ground -Air -Gap -Cooking Clearance 7 EI utlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 7 &C. Duct in Garage -Damper 7X.. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 7 . Elec. Receptacles in Garage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic 8,U -Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ /Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive D Yes no/Walks O Y960 No/Planters_ Yes D No 84. Stucco Brown -Finish _ - 86. Vent�ove Roof, P ppliance-Fireplace-Clear o Openings 8 . ater_Well; Disconnect, Electrical, Plumbing xterior Elec. Trim, G.%A'.Receptacle-Underground 8 entilation.Throughout House ass±rotectic n 91 orrections fr s Ins ins G s Te,eteri'-Qd-g6cT dWMctric W Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates Q37Address Posted -X96-- TL Sprinkler Date `j L Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP040488 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/14/2004 APN• 072-580-013-000 the Business and Professions Code, and my license is in full force and effect. License Cl ss : Lice se Number: p,, __BB �'�Q Site Address: I-1 LI 0QVn S �t 1 `�f Date: Contractor: 1. J ti' i N� Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NSF (784),GAR(1400) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: GILES PATRICK L to its issuance, also requires the applicant for such permit to file a 2143 TRINIDAD PL signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section FAIRFIELD, CA 7000) of Division 3 of the Business and Professions Code) or that he or 94533-1727 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: GILES PATRICK L 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.). ❑ 1, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Stale License Law does not apply to an owner of property who builds or improves thereon, Contractor:. HYSMITH CONSTRUCTION and who contracts for such projects with a contractor(s) licensed RICK HYSMITH pursuant to the Contractors' State License Law.). 10480 N STREET ❑ 1 am Exempt under Article 3 of the Business and Professions Code LIVE OAK, CA 95953 (530)695-8784 Date: Owner: License #: 791117 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 Architect: is issued. I have and will maintain workers' compensation insurance, as Engineer: requiredby Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation ins ce ca . r a licy num er are: Carried �� Total Square Ft: 784 S. F. _ 2 —0t I PCLi 1b I I Policy #: l C I c3 Valuation: $50,960.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. Date: Applicant: WARNING: Fa ur 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. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Bntte County CodR anrvor I hereby affirm that there is a,construction lending agencv for. the ___ _ performance of' work for which this permit is issued (Sec 3097 Civ.) Resolu�6 fns o dower o iodic ted abov r w, ch fees have been paid. � --r Name: By Date: �. � AACCS PERMIT EXPIRES ON: W - D e 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 a thorized agent of the wner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of a fficial orm or document of tte County. I hereby authorize represe ta(ttiiv�es� of Butt County t enter upon the bove mentioned property for inspection purpose . ( �Y� Print Name: 1�1�� Signature: 604D*4 Date: ❑ Owner ❑ Contractor ❑ Agent for Owner KAger I for Contractor - �..�'+�.�til�P•fr+rs:.,,sr.u� q4••t�.yr'±�3y;��,�.,�if`t`"�..r`, !E"� �`.`�'.�� ... ,,, ,,,,: COUNTY OF BUTTE BUILDING DIVISION* DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA . (530) 538-7541- CORRECTION 38-7541CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact�he-Building Inspector as indicated below. .t� } �, r �. ,,... - ,. •ate . Date Inspector, REV 2/05 Phone #. 5A --. S COUNTY OF Bb".1 BUILDING DIVISIO,- DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE `~ OWNER -PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. , �l Date ��-- �� Inspector REV 10/92 -�:Ay'�-�'Tr'tit./-��'�x a.,�"'ivs•Ny�-:fir . _ . COUNTY OF BUTTE BUILDING DIVISION {' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 1aC/— OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date o �� Inspector�� REV 10/92 BUTTE COUNTY CERTI ICATIM CF 1MR111 ®TIM JUL 0 3 2006 WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - CLSZDM07 Copy, PINK - Attic Copy, GOLD - FII9 Copy AODAF.SS ORTRACT :• `'" "" "' - - - - -- ----- -- ---- " " ""' s , , g.AC.RAMEN7d'6UILDING CONTRACTCs O. �A 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 e 8924 AIRPORT ROAD, BEDDING, CA 96002 LIC #202026 ❑ 500 SEQUOIA PACIFIC BLVD., SACRAMENTO, CA 95814 LIC4202026 ,,�r v1 v t DATE INSULATION COMPLETED ( square feet) A ( square feet) square feel) TYPE OF INSULATION ° '"'"" , ' "' ,''TYPE Ot='INS.UL'ATION : ... :' TYPE. OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS . MATERIAL FIBERGLASS FORM BAITS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURERS PRODUCT I.D. MANUFACTURER :.. MANl1FACTUAEFi: `:• ........' ' :.•::::.:.::•..., ,• MANUFACTURER CT OCF KN CT OCF KN CT OCF KN SAGS R VALUE APPUEO " '' R -VALUE" APPLIED IN; INSTALLED 'WVAIUE APPLIED INSTALLED:! THICKNESS INSTALLED ' 'TAIC"E&q• ' WEIGHT PER. '• INSTALLED THICKNESS SQUARE Q KNEE WALt:S'1F R-VALUE:IS OTHER THAN .WALLS ABOVE MATERIAL FORM R -VALUE MANUFACTURER FIBERGLASS BATTS CT OCF KN AIR INFILTAAT4ON."SEALANT7 ;,; "' MATERIAL FOAM •••.;, •;, MANUFACTURER HILT! HANDY FOAL THIS IS TO CERTIFY THAT INSULATION AND10R SQALANT H.AS..-BEEN.INBTg•1,1;'ED' IN;C.pNFORMANCE. WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS SI N 1 ULA C A AIfkfi /�A[W M&Ay DATE SIGNATURE - GENERAL CON A T TITLE U1V DATE REMARKS 0-1-2—_ 680- 01 B9 0+-0486 WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - CLSZDM07 Copy, PINK - Attic Copy, GOLD - FII9 Copy ' BALANCE OF FEES SHEET DATE:" PERMIT: ASSESSOR PARCEL OWNER'S NAME: FEES: (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE: $ SRA $ COPIES $ URBAN AREA FEES $ CSA 87 (North Chico Spec.) $ WATER TENDER FEE $ BATTALION # THERM DL&INAGE FEE $ OTHER $ VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAI.: $ (Check one) COUN'T'Y CITY OF BIGGS (Check one) RESIDENTIAL �r �,j COMMERCIAL / BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES I , BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP040488 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/14/2004 APN: 072-580-013-000 the Business and Professions Code, and my license is in full force and effect. Cls : Lice se Number: LicenF5r)qjpContractci,. --1 ��5 Site Address: 1 q POLL t bi Date: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NSF (784),GAR(1400) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: GILES PATRICK L to its issuance, also requires the applicant for such permit to file a 2143 TRINIDAD PL signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section FAIRFIELD, CA 7000) of Division 3 of the Business and Professions Code) or that he or 94533-1727 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: GILES PATRICK L 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, Contractor: HYSMITH CONSTRUCTION and who contracts for such projects with a contractor(s) licensed RICK HYSMITH pursuant to the Contractors' State License Law.). 10480 N STREET ❑ 1 am Exempt under Article 3 of the Business and Professions Code LIVE OAK, CA 95953 (530)695-8784 Date: owner: License #: 791117 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation in ce c rier a licy num er are: Carriez,, � j 1 115 —O ' (0 L 1�—) Total Square Ft: 784 S. F. Policy #: 6 1 Valuation: $50,960.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. f Y 3Q /' q— 7 / / S / `� ((� Date: / j Applicant: WARNING-Faplurs to secure workers' compensation coverage is unlawful, and shubject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Bntte County Cods 2nrvor I hereby affirm that there is a construction lending agency for the - Resoluti ns dowork iodic ted abov r w ch fees have been paid.. performance of the work for which this permit is issued (Sec 3097 Civ.) Tl Name: BY Date: CJ Address: PERMIT EXPIRES ON: (�U (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the dulya thohzed agent of the I wrier. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of a fficial orm or document of Pte County. I hereby authorize represetaatttiiv�ess of Butt County t enter upon the bove mentioned property for inspection purpose . w-kn ev Print Nan e: Signature: 5(1q�aq Date: ❑ Owner ❑ Contractor ❑ Agent for Owner KAgent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLIC N OU SPE ON #: 530) 538-7136 (OROVIL ) (530) 891-2 FICE #: 30) 538-7541 PERMIT NO. Qa-all"�Sg DATE A .2, V NEARES CROSS Q J � � v G� T/LOT#: - Z' -2v/ SITE ADDRESS: 1-19 CRY, ZIP: OWNER NAME: PHONE STREET ADDRESS: FAX: CRY, ZIP: E -ML APPLICANT NAME: �� � C PHONE STREET ADDRESS: � FAX CRY, ZIP: � V E-MAIL CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX CRY, ZIP: C � �G EMAIL LICENSE NUMBER LICENSE TYPE ARCHITECT/ENGINEER NAME: PHONE: STREEfADDRESS: FAX CRY, ZIP: LICENSE NUMBER: E-MAIL DESCRIPTION OR SCOPE OF WORK: ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) S a2I� _ S►vDvJ LptiA�= )S�Tt� ?moo . - F�mib")< OW 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 fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: �\ I 1211( Application Received by:—, -.f Date: Receipt number: Amount Received: J �'�;C' `7- + t1M✓...'rR" �r'�y;,�.. � `.�-�. a . ' T COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING -DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax'(5 03 )538-2140 r PERMIT APPLICATION DATA SHEET c� OWNER: /�� (°� 1, ASSESSOR PARCEL NUMBER Proposed Building Use: !V sf- k, w 4 1 Counter Technician: Date: '/ r Items required in order to apply for a pe, mit. All box s MUST be checked OR marked NA in order to apply. �.f/ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. A 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. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Lefler from Engineer or Architect for truss design review. �<l 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) Data sheets and installation inst, (B) 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. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ,❑ 14. Hazardous Material Form 164 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ _-16. Other Remaining items needed to issue the permit.;(May require additional plan review upon receipt of the following items.) ❑ 17: -Fir`e SprinklersN.;�....................:................................................................. ❑ 18. Agricultural Buffer clr�and site plan apr from the Ag Commissioner Sent by K ❑ q;19. Soils Report and/or Engineered Foundation required ........................................... •' �a20. Erosion Control Plan Required........................................................................ ........ A Ak 4 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit .............................. 23. California Department of Forestry plan approval tpaid. Sent by: ❑ 24. Planning approval (A) UseQK (B)Parking: _(C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... l7�• 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization.................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement.................................� y 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... 36. Deed Restriction......................................................................................... 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 38. Other: _a. -t -A, ,cp So�� eA,,ev7 O.C. t 0-r Imo- �a 39. Other: When issued Telephone ��n- ��� �G :J" -((a and hold for pickup. /� 0 I have been informe ofd' the above items.and requir ants or obtain' a building permit. Applicant: f Date: - 1. Index permit applica n for,,fhe above ite um re . - Plan Check Letter idditional items r wired/ cto , esign r'iiner-, was advised f thea ve d y phone ❑ mail, ❑ counter, by L3 Date: c/__/w -0 �! rac o owner, ,was advised of the above data by one, ❑mail, ❑ counter, by Date: 41- -44 by: 3. Date: Ll 15 - ny Plans approved by: Date:. S - O Structural reviewed by:-=_ Date: Structural approved by: Date: ' Note transfer by:" %. ��. Date: 16 Yellow: Building Division -� V �. .{ .. .! .••r .� . �. r.•. . .i......r� � .R..ti. M .titif •.'.. r .. �. - -_ � [ ...-. .v-...� r �t L.\ t 1 E.H. USE ONLY Plot Plan Attached Rooa Plan Attached Sent to S.D. TO: Building Department FROM:, Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# . Plan Approved for: Sewage Disposa�l Water Suijp y: Public Private Well Clearance for dwelling. Other � lad l ) h C Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 1 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USE r d 1. BUILDING PERMIT FEES lk --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES ( )CQ(14 1 errB�iar aid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Divisio Residential............ $360.00 = Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES Residential (per unit)..... Commercial (Sq. Ftg.)... A. P. #(I . -6 9-11 dN DATE RECEIPT # qq q (paid at Building Division) X =$ # Units Amt. X =$ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE 89.0 aid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = % Zone # Units Amt. • DATE REC. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit apa , I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed dyfing the lau-checking poS,ess. / z' I _ APPLICANT DATE Pursuant to Governmen Cod Sec 66020, you are here notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the a f appi9val of the projector 9p6m the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) Sloie of Coutorrva CONTRACTORS sjAKE LICENSE BOARD - ACTIVE LICENSE wki %vnu791117 ,,::,, INDIv S,:,,omNm,HYSMITH CONSTRUCTION iqur�,uouv� a1102 / 2 8/ 2 0 0 3 .............. go J This document gives my consent to Jerry Mitchell, of Mitchell's Building Materials to pick-up any and all permits, when I Rick Hysmith, am not available to do so. .......... _.. . Date: Rick Hy s ith* l National Pollutant Di'schar'ge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement SSS THAN 1 ACRE �i 1� 1K Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading rdtor other permits or other•�proyided bylaw. Signed: Title: Date: �t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 09 1 ®� 1 (One form per Building) School District Oro A, Building Department No. 7 cJ A.P. Numbers _?0 — V I Jurisdiction: City ®County Property Owner Property Location /Address ii b is S R OL , el 11 Subdivision Lot No. Residential Development ® ...............................................................:...................................... Q Q Sq. Footage 7 S No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) ..................................................................................................... i Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department ReRresentative Date District Identification,No. (Q. School District certifies that (Applicant) c (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. 6 by payment of $ representing a3 square feet. JAB 2926 $ FULL MMGATION $ LA - School District Representative Date Paid by Check # ® Remarks: (o 'Z Z , CP No dc You may protest the Imposition of the foss IdentlBed above by submitting a written protest to the District, In compliance with Oovenu wit Code section 66020(a), wlttdn 90 days from the data foss are paid. Failure to submit a timely written protest vNll'prohlWt you from challenging the Imposition of the foes In any court action. M, subsequent to the School Dletric Representative signing this Sults County Schools Impact Fee CerURcatlon Form, the School DlsMet is i. mglflad by the appliabts Local Planning Agency that this proloc le bsing revlowod under the Callfomla Envirorunsntal Quality Act (CEQ4 this proal A may be object to addltlonal school teas to fully n0gate. tts Impact on the school disb1cft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xte (10/03)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 29 -Apr -2004 2004-0025023 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: jG©�4-* 4 +(�'i�•�t Soy, snsf Quav vet��ct. f'G.� Q ue y kr o f ALL N LI,14 M -s f- & t,' "-te/ Cr� ,KLL S o -u f-� e a5 f- Q u 0-l4P- a vt. d 1 S v v{ -%2c -s t C't1 V,-1, 4, D in h,o(4,4 �t f-1 6,-uC_V-P—r o 1P •+jU J-Af-c,S-k 6 ue,rI-e.� o S moo" t1 i T-U(";V%5.,I �-or4-k i (Za"yz5` E-O'sf/ M.'),.b- iM.. Date 31t Jotf State of California County of C-c7rLdJNq C O S �9 On 0C PROPER WNER personally appeared_ �},.�.,�, J co 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/shefthW executed the same in his/her/tWir authorized capacity(4@0, and that by hisAw6their signature(sjon the instrument, the person(Wbr the entity upon behalf of which the person(4 acted, executed the instrument. WITNESS -m an a fficial seal. A.P. # Z�-- 5-90 -013 Comm. I1273171 !�flfl NO i ARY PLIBLIC-CALIFORNIA !!! Contra Costa County A . My L"omm. Expires Aug 6, 2006 +Y V' T •r04•+f�TS•��'di`W � V P'F3�. SITE PLAN REVIEW APPLICATION Date: �� i �? cep e -Z., AP# • Permit Number (if applicable) a . /-� ��; �� � L) — C) � 8 APPLICANTINFORMATION Parcel Sizer A C . Owners Name: Owners Address: 7 Ic--,ix.j Telephone No.: �`-A i s�/=if .� . A . ,Jr�9 Situs Address: :�_c I .t_JL Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel . ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) IN Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval • Site Plan Stamped Approved By Date Ct Page I of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: . Snow Load Area: ) •'SAO �U '21svt7-��' ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) j§ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: O B jO C, Index Date: -6-8-9B ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------------- --------------------------- - ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front So 6 /L- LSide Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2of5 w %l Applicable Development Fees: Standard Fees Amount Formula • ❑ Fire ❑ School* l ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North 0roville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By 0 Deeds: Date of Creation: Legal Access Provided: ❑ No IN Yes Deed of Reference: 9 '3 - 23 7 Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: 0 No ❑ Yes, Road Name: Complies with County Standards for Decd Creation:❑ No E Yes Comments: ov : 0-6'D 3 l -170 - 6 ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: • ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Pie must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 0 Page 4 of 5 \1 �4 ❑ • ❑ C u n Summary of Specific Requirements: • This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentskBuilding Permit Site Plan Reviewl.doc Page 5 of 5 jo BUTTE COUNTY DEPARTMENT OF DEVELOPMENTSER.VICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. 04-d'j'�5T FEB 19 2014 DATE:_ APN: — !� / 22 V � ZONIM - NEARES CROSS Q 7RACT/LOTV: SITE ADDRESS: CrrY. zu- OWNER NAME: PHONE: STREET ADDRESS FAX CITY. ZIP: E MWL APPLICANT NAME: PHONE STREETADDRESS: � FAX Q Cy CITY. ZIP -.E-MAIL CONTRACTOR NAME: PHONE: STREET ADDRESS FAX CITY. LP: �- c E-MAIL UCENSE NUMBER UCENSETYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS FAX CrrY, ZIP: UCENSE NUMBER E-MAIL DESCRIPTION OR SCOPE OF WORK: ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) O 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 fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: Application Received by: (•J Date: S7:;?— Receipt number. /]� q r)/ li} Amount Received:lte 7 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 200 +-0m2S023 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:58PM 29 -Apr -2004 REC FEE 7.00 CONFORM 1.00 COPIES 2.00 Travis Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property maybe subject to inconveniences -or discomfort_from.-the-use of agricultural chemicals,__ _ including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: I h- t`or' wes{- Qua_AJ_- o; +- Ae.. Not( -1 C&c—f- Quao-�' o� +'t 5nv�-�LLues>� Qucti''4r o ur Nav4o-s1-C�aewfie./ &P -4u- So-uk�ec�sfQucam' ►'a d i SvJ st Gurxvte" o �''llso(-�'1�2ca.s� Lk.0 �eo' o 5v� ec's-i'CitUar�ee 1 Tow v%st„ t lO l cl po-r4-11 l (Za (,Lgewas 'D, 8 � M Date / J 1 O State of California County of C ©h.4r4cl C o S -49 On 1/ A ✓+, I. _? 00 PROPER T WNER m personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person*whose name(@) is/am-subscribed to the within instrument and acknowledged to me that he/shelthr.�# executed the same in his/heir/ter authorized capacity(ieo, and that by his/lw6therr signature(sjon the instrument, the person(O-or the entity upon behalf of which the person(4 acted, executed the instrument. WITNESS n:v? an a fficial seal. Signature i� _ /_ D peal: PAMELA K. NELSON A.P. # d %R __ _V/5 0 Z off-- 9-g0 -013 LVComm. I1273171 rn .=NOTARY PUBLIC• CALIFORNIAy04�.ov.c�vv-.w+.�.s.•...� I. , e �• 'TRUSS, O LOOMIS OFFICE MARYSVILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. Loomis, CA 95650 Marysville, CA 95901 Phone: (916) 652-4655 Phone: (530) 743-8855 Fag: (916) 652-3860 Fag: (530) 743-8856 Truss Design Submittal Designed By: Date: Technical Representative: Bryan Wagner April 14, 2004 Bryan Wagner •. A 11 . 7 7 7 rill UIILAVSCU UrUWJLIIg6 iii pl;o"+ Mitchell's Building Supply Office Phone: Office Fax: -e in alpha -numerical order Project Giles -28'x 78' Building Butte County, CA Plan/Elevation: Floor System: O Roof System: Work Order # 0301203 Site Phone: Site Contact: Original Submittal O Complete Revision WETSFALS 0 Partial Revision: Replaces individual drawings 0 Addition: Add to Original Submittal v; _- GABLE END DETAILS LUMBER SPECIFICATIONS: SHEATHING :Ok. ONE FACE REQ. 2X4 #2 DF—L CHORDS SHEAR DESIGN BY OTHERS iX4 STD. DF—L STUDS 16-14-10 OR 20-10-10 PSF. LOADING culour FOR 2z4 70 MPH WIND: -LOADING -OFF STUD' FOR GABLE ASSEMBLY GREATER THAN 5'-10" IN HEIGHT SEE. GE -2. ADD-ON SAME SIZE AND. GRADE AS TOP CHORD WITH 16d. NAILS AT 12" O.C. ADD ON SPLICE TO OCCUR VARIES AT PANEL POINTS WITH CLUSTERS 2-16d NAILS A ' 3-5 OUTL00KER DETAILS HORIZ., VENT MEMBERS NOT REQUIRED w `3-5 A �- 1.5-3 ONE SIDE AND (2) 14 GA 2" STAPLES ON OTHER SIDE a OR (5) 2" 16 Go. STAPLES 0 12 x VARIES in 41pi I ug I laFn n �_o FULL BEARING WALL UP TO 24" O.C. 1 2 BEVEL: CABLE END FRAME 2X4 DIAGONAL BRACE AT CENTERLINE OR AT 16'-0" O.C. MINIMUM BRACING DETAILS - SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REOUIREMENTS BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD, DETAILS ON THIS PAGE ARE SUGGESTIONS ONLY AND ARE NOT TO BE UTILIZED WITH OUT THE BUILDING DESIGNERS APPROVAL, M Es m � rr _J N . 45 8 �\ p 3-5 MIN. 0 5 SAME S Z PLATE AS 0 SS Ex .1 /31102 �!'l OPTIONAL CANTILEVER UP TO 48" WITH STUD @ WALL UP TO 24" NO CHANGE OUTLOOKER DETAIL 1 / GABLE END FRAME SEE TPI . HIB -91 FOR OTHER BRACING RECOMMENDATIONS TRUSS - ■�'a-a�-utr_�� 2. - 16d NAILS DIAGONAL, BRACE AT CENTERLINE OR AT W-0" O.C. 45 DEC. 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR j BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION ', ►_ I DWG#'C002065035 Optional vent 3-4 GENERAL GABLE DETAILS FOR WIND LOAD BRACING DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS T, opening per Lf " eave `_____'��'Ei � design drawing. less noted on unless unn drawing. Pitch per design 3-4 3-4 drawing. Solid block between trorses Gable End Truss for nailing of diagonal brace, attached to sheathing and '� �� �� end. Brace Interval es specified on the approved engnineering drawing or standard detail or chart Typical 2x_ strongback Truss spacings per designs. (whaler) brace along back i face of gable, braced with 2-6 + or - 45 degree diagonal —F a --- - Zx_ (typ.) braced to roof S=3-4 S=3-4 sheathing as shown. 'onnectorplates shown are for example only. See actual buss design for required plate sizes and odentation. WALU BEARING SUPPORT Structural gable Crosses will generally have diagonal and vertical members other that Nose shown above. —Ua letrussisc`on rSuooeamrgexceptas Tayenoe on�auardesign drawIngs. + Indicates stud members that require bracin4l END (FACE) VIEW I I SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR j BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. pFrSS101V, MESS`�y�. r J 4 82 DATE: 3/20/2002 REF ON DES: L.M. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION ', ►_ SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS T, THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL Lf IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT `_____'��'Ei � APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. pFrSS101V, MESS`�y�. r J 4 82 DATE: 3/20/2002 REF ON DES: L.M. TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX: (719) 598-8463 CO01003160 . 11/14/02 Users of Truswal engineering: TX01087001 The TrusPlusT11 engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering! drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTm or a 1 x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be!nailed,to both edges of the member if two braces are required. The;,' °T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or . 2. A scab (add-on) of .the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-O" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use, perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building.designer. W 1. EXAMPLES 2. C "T" BRACE SCAB p nz L M Ci65.: OPI'dase contact a Truswal engineer if there are any questions. Z cAmsoRieetwrPmrd%brmce.new.let L 50-0 28-0 I• N 'Nil -ql Cjm o Cs N OD 11 11 ji 11 11 11 11 11 1 111 N 50-0 '�' °a�28-0 E UOUNTY U 1 131 APPROVED' Roofline 3D Lay Y��1es 28 X 78 Buildirlg SALES REP BW WD# = 0301203 aD DUE DATE a� S B U S L D S NG SUPPLY DSGNR/CHKR BW / BW Date 4/20/2004 12:48 Live 30.00 pef DurFac-Lbr 1.15 f1 f� fi11TC ILBiltte C011 ilty Ca - UII MR`WA TC Dead 14.00 pof DurFac-Plt 1.15 SUTTER COUNTY BC Live 0.00 pef O.C. Spacing 24.0 BC Dead 7.00 pef Design Spec UBC -97 Sy s t e mTotal S #Tr/#Cfg : 40 / 0 51.00 psf Job Name: VARIES GARAGES WARNINGRead all notes on this sheet and give a copy of it to the Erectind%,Gon#ac- r6 C MITCHELL'S BUILDING SUPPLY Truss ID: C1 Qty: 1 BRI X -LOC REACT SIZE REQ'D TC 2x4 DFL SS Plating spec ' ANSI/TPI - 1995 UPLIFT REACTION(S) . TC Dead 14.00 psf 1 0- 1-12 1692 3.50" 1.80" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -273 lb 4445 Northpark Or. 2 27-10- 4 1692 3.50" 1.80" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -273 lb PLATE VALUES PER ICBG RESEARCH REPORT #1607. BEARING REQUIREMENTS shown are based ONLY This truss is designed using the TrusPlus 6.0 Ver: T6.4.2 MAX DEFLECTION (span) Loaded for 10 PSF non -concurrent BCLL. on the truss material at each bearing. UBC -97 Code. L/999 IN MEM 6-7 (LIVE) PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed - Yes L= -0.25" D= -0.18" T= -0.43" Truss Location - Not End Zone Hurricane/Ocean Line No Exp Category = C TC FORCE AXL BND CSI Bldg Length - 30.00 ft, Bldg Width 50.00 ft 1-2 -3363 0.23 0.71 0.94 Mean roof height 12.49 ft, mph 80 2-3 -2935 0.07 0.54 0.61 UBC Standard Occupancy, Dead Load 12.0 psf 3-4 -2936 0.07 0.54 0.61 4-5 -3363 0.23 0.71 0.94 BC FORCE AXL BND CSI 6-7 3110 0.51 0.31 0.82 7-8 2099 0.34 0.22 0.56 8-9 3110 0.51 0.31 0.82 WEB FORCE CSI WEB FORCE CSI 2-7 -672 0.15 3-8 894 0.40 3-7 894 0.39 4-8 -672 0.15 8-0-0 6-0-0 6-06-0 0 8-0-0 8-0-0 14-0-0 20-0-0 28-0-0 14-0-0 14-0-0 1 2 3 4 5 4r 00 3-6 0- U28-0-0); 2-0"0 , 1- I 6' 7 8 9 1010 8-00 1010 10-0-0 18-0-0 28-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.), positionetlpe oin U e iq Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with-st cArral &teYrs pie). 2 0-3-13 QPOFESSJo q� 2 F y � C/) m 0 d 30;07 ,t STATE OFC \� WARNINGRead all notes on this sheet and give a copy of it to the Erectind%,Gon#ac- r6 C MITCHELL'S BUILDING SUPPLY ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer 0/ip and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. S" t Dimensionsare to be by the manufacturer building designer to fabrication. The building designer must ascertain that 666���"' Q. Dr�Ave_T_0301203_L00005_100001 ��� BW #LC = 14 WT' 144# ' HOMEWOOD vedfied component and/or poor the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly T8 30.00 psf Du rFacs L=1.15 P=1.15 otherwise noted. Bracing Is for lateral of components members only to reduce buckling length. This component TC Dead 14.00 psf Rep Mbr Bnd 1.15 TRUSS ® r RV SS attached, unless shown support Shan not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. BC Live 0.00 psf 0. C .Spacing 2- 0- O 4445 Northpark Or. Fabricate, handle, Install and bmce this truss in accordance with 'JOINT DETAILS' by Tmswal,'ANSI/rPl 1', 44TCA V -Wood Truss Council Responsibilities, HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - BC Dead 7.00 psf Design Spec UBC -97 Colo Sp, CO 80907 Springs, of America Standard Design {HIB -91) and 1-I6•91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) Is located at D'Onofrfo Drive, Madison, Wisconsin 53719. TrusPlus 6.0 Ver: T6.4.2 The American Forest and Paper Association (AFPA)islocated atII1119th Street, NW, Ste 800.Washington. DC20036. TOTAL 51.00 psf DEF.Ratio: L/240 TC: L/240 Ir. ' Job Name: VARIES GARAGES 12/18/03 Truss ID: CG Qty: 1 • TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 This truss is designed using the and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. TC 14-A 30i, OO pif „'S GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed Yes f TC Ded.-EI�4 psf PLATE VALUES PER ICBO RESEARCH REPORT #1607. BEARING REQUIREMENTS shown are based ONLY Truss Location Not End Zone 0. C. SpaCl ng 2- 0- 0 Loaded for 10 PSF non -concurrent BCLL. on the truss material at each bearing. Hurricane/Ocean Line - No Exp Category = C BUILDING DESIGNER MUST VERIFY GABLE LOADS! PLATING BASED ON GREEN LUMBER VALUES. Bldg Length - 30.00 ft, Bldg Width = 50.00 ft vire&@`58" intervals` if.aexposedto wind load applied to face. DEF.Ratio: L/240 TC: L/240 Mean roof height 12.49 ft, mph = 80 UBC Standard Occupancy, Dead Load 12.0 psf 1[+Jrgable,braciny-re See"'Ge` neral Gable_Details -0002065035. 4-0-0 ,2-8-0 ,2-8-0 ,2-8-0 2-9— 0 3-11-0 ,2-8-0 2-8-0 , 4-00 4-0-0 6-8-0 9-4-0 12-0-0 14-9-0 18-8-0 21-4-0 24-0-0 28-0-0 14-0-0 , 14-0-0 t 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19, 400 400 3-4 4-0-0 2-8-0 2-8-0 2-8-0 2-9-0� 4-0-0 6-8-0 9-4-0 12-0-0 14-9-0 TYPICAL PLATE: 1.5-4 2-8-0 22 f O 4-0-0� 21-4-0 24-0-0 28-0-0 OVER CONTINUOUS SUPPORT 5-7-11 1SHIP 2 0-3-13 Or �^ S�0 C7 o X107 C N\10, lFOF,, \_ Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Details Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 12/18/03 AR INGRead all notes on this sheet and give a copy of it to the Erecting Contractor. MM HEL.L� BUILDING SUPPLY This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO(�- Drl've>$�f 03 s' 3_L00005_300001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. g17 W � DS`D Bt � #LC = 14 WT: 190# HOMEWOOD Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain Ilial the bads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes [hat the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly TC 14-A 30i, OO pif „'S Du rFacs L=1.15 P=1.15 noted. Bracing is for lateral support of components members only to reduce buckling length. This component f TC Ded.-EI�4 psf Rep Mb r Bind 1.15 ® TRUSS attached, unless otherwise shown Shan not be placed in any environment mat will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. BC Li ve2� 0 0' sf 0. C. SpaCl ng 2- 0- 0 4445 Northpark Dr. Fabricate, Install and brace this truss in accordance with 'JOINT DETAILS' byTmwal,'ANSUrPl1'.WTCAV-Wood Truss Council 'HANDLING BC Dead 7.O sf Design Sec g p UBC -97 CO 1 o Springs, CO 80907 of America Standard Design Responsibilities, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' Trus Plus 6.0 Ver: T6.4.2 {HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 1 91h Street. NW. Ste 800, Washington, DC 20036. TOTAL 51.00 psf DEF.Ratio: L/240 TC: L/240 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane. and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. IN 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. IN 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 Ia-sTv-13 ay -o4& AN PERNIIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves AME [ ] If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3of3 CERTIFICATE OF COMPLIANCE: Residential Project Title: Project Address: Building Title: Document Author: Tel-ephone : PAT GILES OROVILLE, CA 95948 GILES ROOM CURT KEEN Page 1 .......... CF -1R Run: 484 12 -Dec -03 GILES ROOM Building Permit # Oq-04f 19- o V Plan Check / Date Compliance Method: CALRES2 1.4.01 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 784 ft2 Average Ceiling Height: 8'0" ft -in Building.Type: SFD Single Family Detached Building Front Orientation: 180 deg (South) Glazing Area, %.of Floor Area: 9.6% Average Fenestration U-Value:0.55 Average Fenestration SHGC: 0.68 Number of Stories: 1 Number of Dwelling Units: 1.00 ........... Floor Construction Type: Slab on grade BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul .dotal Assembly Type R -value R -value R -me U -value Location/Comments Door 0 — 3.03 0.330 Ouside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 113 0 11.36 0.088 Outside Ceiling 38 0 41.67 0.024 Attic Floor 0 0 3.38 •0.295 Grade FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti Slab 784 Yes .......... Grade FENESTRATION Area Fenestration Fenestration Exterior Overhang Type/Orientation (ft2) U -factor SHGC Shading and Fins Window South 30.0 0.55 0.70 'BugScrn None Window East 33.0 0.55 0.70 BugScrn None Window North 12.0 0.55 0.70 BugScrn 41 None BUTTECOUNTY BUILDING DIVISION APPROVED CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: PAT GILES Run: 484 12—Dec=03 THERMAL MASS Type Cover None HVAC SYSTEMS Type . Heat pump — central split Heat pump — central split Area Thick (ft2) (in) Location/Comments Refrigerant Distribution System Charge and Location Efficiency Airflow TXV 41 and R—value 7.20 HSPF_ N/A 11.00 SEER Yes HVAC DISTRIBUTION EFFICIENCY DETAILS Supply Duct Surface ACCA Manual D System Name Area Design CEC 100%R4.2 212 No Attic R-4.2 Attic R-4.2 Duct Leakage Target (leakage cfm/ % of fan cfml Fan CFM n/a WATER HEATING SYSTEMS Distrib Water Water System Name Type Heater Name Heater Type Standard—Gas Standard StandardGas Storage gas 549 .......... # of Energy Volume. Htrs Factor (gal) 1 0.53 50 4, SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? Standard Gas — No No SPECIAL WATER HEATER/BOILER DETAILS Rated Water Recovery Input Standby Tank Heater Name Efficiency AFUE (kBtuh) Loss R—value StandardGas 76% — 36.00 — — Pilot Light (Btuh) HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R—value Norte V •CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: PAT GILES Run: 484 12—Dec-03 SPECIAL FEATURES, REMARKS, AND NOTES 1�•� Heating duct register location: Ceiling. Cooling duct register location: Ceiling. U A Thermostatic Expansion Valve must be installed in the cooling equipment. NOTE: Water heater wrap is required 2 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER CertAication #: A 7 /&V Si ned Date ENFORCEMENT AGENCY Name: Title: Agency: - Telephone: Signed Date DOCUMENTATION AUTHOR CURT KEEN Signed Date P l' A •COMPUTER -METHOD SUMMARY Page 1 C -2R Project Title: Project Address: Building Title: Document Author: Telephone: PAT GILES Run: 484 12—Dec703 GILES ROOM OROVILLE, CA 95948 j, GILES ROOM Ailding Permit # CURT KEEN Plan Check / Date Compliance Method: CALRES2 1.4.01 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2—yr) Energy Use Standard Design Proposed Design Space Heating 11.94 Space Cooling 13.13 Water Heating 25.73 Total 50.80 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U—Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) HOUSE 784 OPAQUE SURFACES 8.65 16.30 22.77 Complies 47.72 Yes 784 ft2 8'0" ft—in SFD Single Family Detaced 180 deg (South) 41 9.6% 0.55 0.69 1.00 1 Slab on grade 1 6272 ft3 Type 0 Vent Thermostat Height Type (ft) 6272 Conditioned CEC Standard Surface. Area U— Insl Total Tru Slr Constructidn Type (ft2) factor Rval Rval Azm Tlt Gns Type Zone .= HOUSE Door 20.0 0.330 0 3 180 90 Yes CEC30—Wood Wall 174.0 0.088 13 11 180 90 Yes W13_2x4.16 Wall 191.0 0.088 13 11 90 90 Yes W13.2x4.16 Wall 212.0 0.088 13 11 0 90 Yes W13.2x4.16 Wall 224.0 0.088 13 11 270 90 Yes W13.2x4.16 Ceiling 784.0 0.024 38 42 — p. Yes R38.2x4.24 Floor 784.0 — 0 — — 180 �.o Slabl40C 0" a Location/Comments Outside Outside Outside Outside Outside Attic Grade COMPUTER METHOD SUMMARY PAqe 2 C -2R Project Title: PAT GILES Run: 484 12—Dec-03 PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R—val (in) Location/Comments None FENESTRATION SURFACES Fenestration Name Type Zone = HOUSE Fenestration Area (ft2) U—factor Tru SHGC Azm Tilt Exterior Shade Type SHGC Over— hang /Fins FRONTI Window 15.0 0.55 0.68 180 ,90 BugScrn 0.76 None FRONT2 Window 15.0 0.55 0.68 180 90 BugScrn 0.76 None RIGHTI Window 15.0 0.55 0.68 90 90 BugS9�jrn 0.76 None RIGHT2 Window 18.0 . 0.55 0.68 90 90 BugSc�Cn 0.76 None REAR1 Window 12.0 0.55 0.68 0 90 BugScrn, 0.76 None OVERHANGS Fenestration Name None FINS Fenestration Name None Length Height Width Height 'H' 'V' Left Fin Left Right Extension Extension ............. Right Fin Dist Dist Fin Fin Ht from Fin Fin Ht from Height Width Depth Height 'V' fenes Depth Height 'V' fenes TjiERMAL MASS Vol Cond— Area Thck Heat duct— Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments None COMPUTER.METHOD SUMMARY Page 3 . • - C -2R Project Title: PAT GILES Run: 484 12–Dec-03 HVAC SYSTEMS System Name System Type Zone = HOUSE HPspl7.2tx Heat pump – central split HPspl7.2tx Heat pump – central split HVAC DISTRIBUTION EFFICIENCY DETAILS Supply Duct Surface ACCA Manual D System Name Area Design CEC 100%R4.2 212 No Refrigerant Minimum Charge and Equipment Duct Location Airflow TXV — Efficiency and R–value N/A Q 7.20 HSPF Attic R-4.2 Yes 11.00 SEER Attic R-4.2 Duct Leakage Target (leakage cfm/ % of fan cfm) Fan CFM n/a 549 WATER HEATING SYSTEMS Distrib Water Water System Name Type Heater Name Heater Type Standard–Gas Standard StandardGas Storage gas SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler puma? Standard Gas — No No # of Energy Volume Htrs Factor (gal) 1 0.53 50 3 SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R–value (Btuh) StandardGas 76% — 36.00 .. HYDRONIC DISTRIBUTION AND TERMINALS System/Name None Type Pipe Number run (ft) Pipe 'Insul diam (in) thck (inl I Insul R–value ,COMPUTER *.METHOD SUMMARY Page 4 ,C -2R Project Title: PAT GILES Run: 484 12—Dec-03 SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating.duct register location: Ceiling. 2. Cooling duct register location: Ceiling. 3. A Thermostatic Expansion Valve must be installed in the cooling equipment. NOTE: Water heater wrap is required I aIn I p02U*Wik ®1000-3 I I\ /AVAILABLE FROM I LJ U LJ IJ LJ I�BUSIVELOPE MANUFACTURERS. INC. - DEER PARK, N.Y. - ANAHEIM, CALIF. -47 iw F— Butte County Planning W. M. WILSON, REALTOR TO 2861 MYERS ST. OROVIUE, CA. 95965 916-533-5710 Building permit a_vai?ble on Road to Parcels 10,20 Book 72 P 26 ? SUBJECT: DATE: MESSAGE ' FOLD 4 Pezzi has oct ined coopedr•ption of landn,.Feners fo'r-. a GO!eee(:ec+ Ro c i �sement from Strin to�.Jn Roar �s �c shown on the survey ,?lntl- fPther Pezzi Pnd his son own parcels 72-26-20 Pnd 72-26-10. They wish to sell the parcels. A private road owned 'by Pezzi runs throukh the parcels. Is is used by P G &E by agreeement, for maintenance okf the power line eru,nning though the properties.. Question : Can this private road be used in qualifying for a building permit ? _ PLEASE REPLY TO 0 SIGNED: W W M W11SOn REPLY e �� ✓ S Lam: -ems- Ge • o- r /'7Q ,.e iL� L L/ 1 4e \O DATE: 11-7- SIGNED: utIALH TLLLOW COPY —�itQD WHITE AND PINK COPIES WITH CARB INTACT FORM N0. PK1000-3 AVAILABLE FROM BUSINESS ENVELOPE MANUFACTURERS, INC. • DEER PARK, N.Y. • ANAHEIM, CALIF. THIS COPY FOR PERSON ADDRESSED 71aC P6£ ,�_ �� } 4l sof 6 1 Ac. ' / © 2o�r 5P 0q 40 Ac.1 4040% RS 78. 15 204. 20 Ac. r,F. > Il5 .3 8-5-A i •, 8.0.5 4c 5.69 LUMPKC/N RD. 1 5.69 .b'3 /if. 113 AC. �6) 6 »K sses's is Ma r 20.= PRICE 39►95 C t i 9 y tte, Calif. �arh or submit v S S� LOT 24591 PRINTED IN U.S.A. 117540 404c... LAKE OROVILLC* ti For. _, . 4 V z0.° .PRICE 19,959 c .. ash or submit W11 wMSOR ?S61 MyERs S1. OROVIIA CALIF. 9,59,U 26 1"= 1200' R23 pcc 4.6 A C. LUMPKIN RD. Calif.. 1 _E ENVIRONM NTAL HEALTH { FEB :; .22^� f t 7 COUNTY CENTER DRIVE ibj""e C:GWl"y r Dat ra Signature , v p,emP�niy A. x i . r � .:. .. .,f ..:r r w.. :,. .... t .4:. }•.�.. Oy.�r' iY�!.IC pp.PRyi _.(j' - _ 'I Lv n . mo z... �. , a.- ,a.. _ _.� - .:.. • . . c, . .,r . ...r. � ._ ... .. _ . a . .�' 408 � o ,.- - - - r.. K, IL t copy : F., I O.DV-1 r' ' -ietveffalAy ... _, .x m _ . w _ . _ _ A ..- . < .. - .. _..._ _ ... , - '•.., ._ _ . t.. Mit 9111 Bei iMaterials 0. B Warehouse �� Gridley, CA j. (530) 846-4409 EN WRONMENML HEALTH ct . FEB 7 COUNTy CENTER DRIVE 69 :. T as r►6� 0 xxdl Bui-re C Environ ou,:� � me fa E 40 NA rM1 , Signature n . Mitch . 's uil g Materials �lU Box 1038 N .,. -' r' Gri y, CA 95948-1038 530) 846.4409 l • ENVIRONMENTAL HEALTH FEB I' l 2004 7 COUNTY CENTER DRIVE 28' d 50' I G, 12' 20' 13'-7"4�4'. �4� 4030 4030 4XG HDR + + +1 �t `r RANGE FLOOR PLAN O.H. CABs. SCALE: 3/1 G"=1' -O' N 4' THICK 5LAB G.D. 12' X 12" FOOTING BEDROOM = o m ' G X G X 10 X 10 FEME5H 4' SHEAR PANEL �� N 0 N • 1/2" REBAR 2 RUN5 5EE DETAIL i REF' p x 0 r 2GG8 3068 s a 1/2" x 1 O" ANCHOR BOLT5 G' O.C. W/ 2'x2 -X311 6' 5Q. WA5HER5, 12" (, FROM END5 AND J01NT5 OR USE Buile county co o 51MP50N MA5 FOUNDATION ANCHOR5. Environmental Hea1'!, z G" SHOWER mcli v� Df. --- � WH le LIVING- ROOM O F Siq j�jiitl �!'f` BRACED WALL PANEL5 TO BE 7/1 G" 5" O.C. m LP SMART BOARD 51DING m .� 4*) 4' 5HEARPANEL _T _ - SEE DETAIL a 8X8 5ECTIONAL DOOR I GX5 5ECTIONAL DOOR O H 5030 m 5030 4X 12 3 1/2" X 1311/2" X DHF- I.8E 24F GLB I I I 4X 12 4X12 PAT GilES -' OR0VILIF, CA Mit ell's d ' erials War¢hom P.O. 1038 ridley, C 5948-1038 (530) 846-4409 S b pito 106-Arj t t.,A , ad e - The attached Fine So% 4 ei 7-1 toWiremnits must be bmioeW as SPWdW and mWovaid by C.D.F. ato`• C��t''i 92 6F. F11 PLANNING DIVISION - BUILDING PLAN APPROVAL Use: (3K Date: 0 Parking:- Landscaping: Other. . _1_1� Signature: mm� NOTE: cl* a- th-ca affach9d CIA 62 quiremen.ts ALL Miqd OVERHANG A SET BAC 0 FT, L 0; CgR�A 2 <_0c op I TTE C -BU BUILDING APPRC 'COPY' _. REVIEWED BY BUTTE CO. FIRE -DEPT. CALIF. DEPT. of FORESTRY- ❑ approved as submjed, approved with conditions 'Signature Date ,TURE9 AND EQUIPMISW MLWWG S SHALL BE CLEAR OF ALL EASEMENTS. K OF 3-D 'FT. FROM THE SIDE AND FROWTHE REAR PROPERTY LINES AND Fr ROM THE ROAD CENTERLINE SHALL 1316 STRUCTURES AND rEQUIPMENT EXCEP1. SAVE OVERHANG. - PPOPO- j,i7v OUNTV,-/ DIVISION ►VIED 1;paild�Kg Materials Warehouse . P.P. Box 1038 C,ricliey, CA 95948-1038 (530) 846-4409 Ma st 13a Aso e( MENT ALi' E 5 iALl.�SEC_LF-A"O': - TVA (L0'qeVk%4.MAGS SV • om ov: "I"Opf-ft 13ACK )M.T"V AVI BEE Pf" iA t Cfj'rTe5L FT. FROM Eaulpt TRG, L)FkF-s A14D U S VESVIAWn. 0 =0fA P, 2 K, 3 - Sice At") LYRES AOD E' StAPLL SE MT o(CEP-- E -Z REVIEWED BY BUTTE CO. FIRE DEPT..; CALIF. DEPT. of FORESTR...- approved as submitted approved with conditions .ner attached sheet. COUN; ir ING APPROVED i4 14 D. Box 1038; [&, CA 95948-1038 (530) 846-4401. IL 6\o rV st 13a Aso e( MENT ALi' E 5 iALl.�SEC_LF-A"O': - TVA (L0'qeVk%4.MAGS SV • om ov: "I"Opf-ft 13ACK )M.T"V AVI BEE Pf" iA t Cfj'rTe5L FT. FROM Eaulpt TRG, L)FkF-s A14D U S VESVIAWn. 0 =0fA P, 2 K, 3 - Sice At") LYRES AOD E' StAPLL SE MT o(CEP-- E -Z REVIEWED BY BUTTE CO. FIRE DEPT..; CALIF. DEPT. of FORESTR...- approved as submitted approved with conditions .ner attached sheet. COUN; ir ING APPROVED i4 14 D. Box 1038; [&, CA 95948-1038 (530) 846-4401. p��e..��' t Nod �V,��,. CL �� CucQ�S. 28' 50' G' 12' G'-2° 4'1 20' 1 �ss�ssr 4 4030 4' -- 4030 -� -� 4XG HDR ,,� + -00 + +1 - FLOOR PLAN RANGE SCALE: 3/1 G°= i' -O' O.H. CAB5. ' 4' THICK SLAB N i 12° X 12° FOOTING G.D. G X G X I -O X I O REMESH 4' SHEAR PANE00,G) CO roV"S-e, Corlfiduoug BE M 1120 REBAR 2 RUN5 5EE DETAIL Ip 2 �ou� �.�a �a'F,�) KITCHEN ® N m N X 32 REF. ``��� _ O 3068 2GG,51/2° x 10° ANCHOR BOLT5 G' O.C.Wl 2°XZ%311 G' 5Q. WASHERS, 12°FROM ENDS AND JOINTS OR U5E51MP50N MA5 FOUNDATION ANCHOR5.D4m =;(D i} 3 3G° 5HOWE , cn N C� V' LIVING ROOM lJ I BRACED WALL PANELS TO BE 7/1 G° 8° 0.C.I c� SMART EZARD 51DING j,L%l wl tf O. 4' SHEAR PANELT71,11"', 5EE DETAIL I ap N N kD 8X8 SECTIONAL DOOR I GX8 SECTIONAL DOOR Om 5030 T-1 m, 5030 4X 12 �3-I /2_X 13 I/ 2° X_DHF=I_.8E 24F GLB 1747 L-4'----) 3'-O" PAT GILESG7L7_) BUTTECOUNTY OROVILLE, CA c<+BUILDING DIVISI N `,Cn AP R® �! rmt�eh uildi g Materials Warehouse f R . Box 1038 G- fidl , CA 95948-1038 (538) 846-4409 ��"Ol/ I . i II I f II II 'I II II I. I II II L I ► I I 7/1 G" 5HEAR 0513 PANEL I I I I OIKE 51DE OF WALL TO I II II I RAFTMR5 i I LI 4X9 5/8", 8"O.C. L.P. I 51DING SMART PANEL I All A 2X4 5TU D5 @ I G" O.C. 2X4 P.T. PLATE 12" X 12" FOOTING 1/2"0 FOUNDATION BOLTS 3EA. 112" REBAR 2 RUN5 _ 4' SHEARWALL DETAIL az [i2 .BUTTE COUNTY BUILDING DIVISION APPROVE® ' itdi" tllaterials glarepnoatso i� Box 1038 ���� fE�►9��48-1®38 - 4/40 < -7 �l� b 2)(4 OUT -RIGGERS -@ 240 O.C. @ BOTH GAME ENDS TYP See' &a 7/1 Go 0513-5HEETING e- 5TAGGERED W/..IM 3GO FELT 5IMp50N CUP5 AT EACH TKU55F, TO TOP PLATE 20 YEAR 3 -TAB ROOFING: ()513 -4 vp 401 055 155f 5 @ 4" 0. C. (D -78 K00f PLAN 5CAff - 3/14N4 4/12 PITCH BUTTE COU BUILDING DI ing aterialls Warehouse P.O. ate rials ox 1038 APPROVEDOlidleY. CA 95948-1038 (630) 846-4409 oil= TRU: 5/8 Z - REAR ELEVATION 5CALE: 3/1 G"= P-0" I w" %J 1 n" nAMI \/=AIT LEff'ELEVATION SCALE: 114"= P-011 =IN. GRADE BUTTE COW,4"N BUILDING DIVISION 'APPROVED ipMaterials warehouse Box 1038 CA 95948-1038 0) 846-4409 7/1 G" 05B 5HEETING 5TAGGERED F BRACED WALL PANEL5 FRONT ELEVATION SCALE: 3/1 G = I -U" 5/8" 8" O.C. LN SMART PANEL 51DING l 1 •.11 ♦/ 1 All A r5l t /G'A IT FIN. GRADE RIGHT ELEVATION 5CALE: 1/4"= 1'-0 O.C. Z -BAR B117TE C; 88(JILL)II0i�h47 AP � ®IV1S'®� � PROVED I t�h ildiri Materials Warehouse P.O Bou 1038 Gridley. 95948-1038 (5530) 846-4409 --/-