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HomeMy WebLinkAbout042-340-108�a- 34 - io8 BRUCE & MARTHA BERGSTROM Behind 3600 Bay Avenue, Chico Contr: Sid Gordon, Chico 7 Permitit2144-84B2P,E,M(new single family) 042-340-108 06-0529 RALEIGH, TED 208 CARMACK, CHICO CONT: RICK SYMITH i GARAGE -DET 1307-2312 .042-340-108 MISCELLANEOUS Electrical MISC ELECT TO SHOP - ADD IOV SUl 208 CARMACK DR RALEIGH, TED ,� i '�� f +� i ►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 PROJECT INFORMATION Site Address: 208 CARMACK DR Owner: Permit No: B07-2312 APN: 042-340-108 RALEIGH, TED Issued Date: 11/13/2007 By GLB Permit type: MISCELLANEOUS 208 CARMACK DR Subtype: Electrical CHICO, CA 95973 Expiration Date: 11/12/2008 Description: MISC ELECT TO SHOP - ADD 1OV : (530) 877-0751 Occupancy: Zoning: SRI Contractor Applicant: Square Footage: WOLFE ELECTRIC INC WOLFE ELECTRIC INC Building Garage Remdl/Addn 1300 PARK AVENUE 1300 PARK AVENUE CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530)345-2800 (530)345-2800 FEE INFORMATION DBE Mise Residential Wiring $58.00 Total Charged: $58.00 Fees Paid: $58.00 Balance Due: $0.00 Receipt No: B5278 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License WOLFE ELECTRIC INC 844427 / C10 / 8/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a 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 I HEREBY FIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (com n g with Se 7000) of Di Won 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is i 11 f ce and a 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 7031.5 by any applicant for a permit subjects X 11/13/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Ontractof S ignature Date ❑ 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: California Insurancepolicy Number: 460302770103 Exp. Date:7/11/2007 Contractors License Law.). (This section need not be completed if the permit is or one hundred ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑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 the Workers' Com ns tion laws of California, and agree that if I should become subject to the workers' X 11/13/2007 co e sation provisions o Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Sign re Date ro ns. 11/13/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building ature If Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. unty to enter the above mentioned property for inspection purposes. I hereby certify that I am the roparty owner or am authorized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY 11/13/2007 Name of Permittee [SIGN] Print Date 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner ❑ Contractor OR. Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION. OFFICE #: (530) 538-7541 FAX#: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF.APPLICATION Website: w. rw.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name First Nam 2 d Mailing Address O ,�F G YtQ M /f -C City Cpl: t ..Stag. ZqS 73 Phone r7'7 Fax . E-mail CONTRACTOR Name�� Address f 3) .lavor— - City kGd S Phone Fax E-mail `zgi;#�H ([ 4: , Lic, # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone 7Fax E-mail State License Number APPLICANT INFORMATION Name' Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X PERMIT NO. BIN # PROJECT LOCATION AP# 40tO . ProperTyAddress Carw)aQC City 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 ppOF�WORK: Sq FT- Living Garage Open Cov 0 Structure Built without Permits 0 Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. Butte County Department of Development Services. 0urrf- aREa 1 `t 0 T E S 7 County Center Drive, Oroville, CA 95965------------------- (530) 538-7601t,. vnwv.buttecoim netidds cOp"Yy I RESIDENTIAL APN: Permit No. Owner. 042-340-108 06-052 sy, RALEIGH, TED.-- Site ED-" Site Address: 208 CARMACK, CHICO_ _ CONT: RICK SYMITH �- Contractor. I GARAGE -DET_ _ - _ , Type of Permit: i ' 1 t s S F, SPECIAL 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 FMr WI'r-U M CAO AAIf C 3 C U S.3 C -le- t FF SOY P&ST i DATE JOB FINA LED: s _ ' SIGNATURE: AT /4� OK 0 = NO[ Vn MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION Lj 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 LP" ' Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line6 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 -CIO 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 °'e DATE D E C JWC O V E R S`C A R P O R T S `G A R A G E S o g -Setbacks -Easements tgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; PosLs-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs Carports- Wndws-Doors 7 Electric 06)cp seo u.�E� dk t:>Sills-An r us� 9 S; Nai ' -Veneer-Stucco-Lath 1 ,VexW-Shthg-Roofing 11 Ext; Ste s -Doors -Landing 1 ced 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 -GR 6 Elec Encisrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg 136xes-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 c p` 4ed� o� 0s Pool Drawing t bi CK = Not CK _ RESIDENTIAL (Single & Du-plex) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Fig Garage; Soils-Steel-Elec Grnd Fig Dpth_ 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Fig. Porches/Decks; Soils -Steel Fig Dpth 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub. Acc 6 Stemwalls Garage; Steel-Blockouts -Wrapped 58 Gas Pipe; Sz & Anchrs 64 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test tl Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE MECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 14 Girders -Si lls-Anchr Bolts,)oists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insulin 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air Rtrn[Vent 115 Outlet 65 Attic Acc & Pitfrm if Furnace in attic o'er 1+ S` o` C o` DATE FRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps -An chrs -Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rffr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Sts & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rfir Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-CImc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3- drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loon 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace InUExt Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters Dyes ❑No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Tmsfrmr Clmc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or ❑AL 98 Address Posted AC Wire Sz ga ❑ CU or DAL 99. Fire Sprinkler 48 Range Circ ga ❑ CU or ❑ AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP060529 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 B. C. Building Permit 01.16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/12/2006 APN: 042-340-108-000 the Business and Professions Code, and my license Is In full force and effect. Site Address: 208 CARMACK DR CHI License Class: License N tuber: / / Date: (.'Contractor: / �ap Index: Description: det garage (1390) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: RALEIGH TED L & GAIL A permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 208 CARMACK DR signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's State License Law (Chapter 9 commencing with Section 95973-8772 7000) of Division 3 of the Business and Protessions Code) or that he or 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 Applicant: HYSMITH CONSTRUCTION Code: The Contractors' State License Law does not apply to an RICK HYSMITH owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 5190 PENNINGTON RD provided that such improvements are not intended or offered for LIVE OAK, CA 95953 sale. If however, the building or improvements are sold within one 530-695-8784 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 Contractor: HYSMITH CONSTRUCTION not apply to an owner of property who builds or improves thereon, RICK HYSMITH and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 5190 PENNINGTON RD C3I 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. Engineer: ❑ 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 poli number are: Carrier:%rOYI �.C� Total Square Ft: 1390 S.F. �d S Valuation: $33,360.00 Policy #: _T Census Code: ❑ 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 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 l forthwith comply4withose provisi s v Date: Applicant: l WARNING: ail a to cure workers' comp sation coverage Is unlawful, a all su ' ct an employer to criminal penalties and one hundred sand dollars (5100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. This per is here ssued and r the plicable provisions of the Butte County Code and/or CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resol ons to rk indicate abov for which fees have been paid. Name: By Date: PERMIT EXPIRES ON: � ^� Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O 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 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 substanc of any o ficial form or document of Butte, reby authorize repr6seritatives of Butte County to enter upon the above mentioned property for inspection purpo es. � �--'9rgnalure: Print Name: Dale: ❑ Owner ❑ Contractor gent for wrier KC3gent for Contractor B. C. Building Permit 01.16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060529 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/12/2006 APN: 042-340-108-000 the Business and Professions Code, and my license is In full force and effect. License Class : License N tuber: Site Address: 208 CARMACK DR CHI / Date: :contractor: / AA.ap Index: Description: det garage (1390) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: RALEIGH TED L & GAIL A permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 208.CARMACK DR signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95973-8772 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 Applicant: HYSMITH CONSTRUCTION Code: The Contractors' State License Law does not apply to an RICK HYSMITH owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 5190 PENNINGTON RD provided that such improvements are not intended or offered for LIVE OAK, CA 95953 sale. If however, the building or improvements are sold within one 530-695-8784 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 property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: HYSMITH CONSTRUCTION not apply to an owner of property who builds or improves thereon, RICK HYSMITH and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 5190 PENNINGTON RD ❑ I 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. Engineer: ❑ 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 polis numb er are: Carrier: ,�i` Total Square Ft: 1390 S.F. Policy #:_T 7 �� �6 S— Valuation: $33,360.00 Census Code: ❑ 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 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 come provisions ply with os 41 LA t-,, I Date: v �� O Applicant: WARNING: ai a to cure workers' compensation coverage Is unlawful, a all su ' ct an employer to criminal penalties and one hundred sand d Ilars ($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 per is here ssGed and r the plicable provisions of the Butte County Code and/or been 1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.)Ste/ Resol ions to rk indicate abovd for which fees have paid. 2 Name: BY Date: PERMIT EXPIRES ON: S % C ^� / Address: Date ❑ I 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 8 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 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 substanc of any, o ficial form or document of Butt ereby authorize representatives of Butte County to enter upon the above mentioned property for' spection purpo es. �o Print Name: attire: Date: ❑ Owner ❑ Contractor Wgent or wner KO gent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE .COUNTY . DEPARTMENT OF DEVELOPMENT'SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS ' 24 HOUR INSPECTION#: OROVIL•LE: (530) 538-7636 • CHIC,O: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICA TIOAt Website: www.buttecounty.net/dd*s . "PLEASE PRINT CLEARLY" City Phone E-mail APPLICANTNAME i J i 0101 11 For o ce se Xy: OWNER Last Name �� irst Name Address .v C City State Sta Zip Sta zip >c 9c, Phone Phone r Fax - E-mail Lic. # City Phone E-mail APPLICANTNAME i J i 0101 11 For o ce se Xy: CONTRACTO Name �� Address City Address Yes State P<rntl4j 110 City Sta zip Fax 9c, Phone State License Number F Fax E-mail Lic. # Class City Phone E-mail APPLICANTNAME i J i 0101 11 For o ce se Xy: ARCHITECT/ENGINEER Name �� Address City City Yes State 71 EPhone Type Const. Fax E-mail Map Book State License Number F City Phone E-mail APPLICANTNAME i J i 0101 11 For o ce se Xy: LOCATION Zo n �� F od Zone City SRA Yes No c. Policy Number Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP 06 05 :BIN # OVER FOR SUBMITTAL REQUIREMENTS I_` K:\FORMS\BUILDING_FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: Sq. Footage 15RJ ❑ Structure Built wiroLff Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION I • . Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a.new application; plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked- and other department costs are not refundable. Received by: Amount: Receipt #: �1 I Date: �� v SRA Sheriff SMIP Total REV 2-24-05 b LOCATION AN Property A ddrr ss City Cross Street ,WORKER'S COMPENSATION Policy Number / Carrier. If hiring anyone Wer than icense contractors, a certificate of worker's compensation must be shown at the time of permit issuance, LENDING AGENCY. Name Address OVER FOR SUBMITTAL REQUIREMENTS I_` K:\FORMS\BUILDING_FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: Sq. Footage 15RJ ❑ Structure Built wiroLff Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION I • . Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a.new application; plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked- and other department costs are not refundable. Received by: Amount: Receipt #: �1 I Date: �� v SRA Sheriff SMIP Total REV 2-24-05 b 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: L� ASSESSOR PARCEL NUMBER O V 2 - ,Pr oposed Proposed Building Use: %L -T. 67iq-Y-2�L?- Permit Technician: 6--e5 Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. / t- 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. / W 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. JfV 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Re7ping 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 ........................................... _ \ ❑ 18. Erosion Control Plan Required........................................................................ ij �ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit..........................................."""....................... ❑ 21. Site plan and business license approval from the City of Biggs .............................. O \ California Department of Forestry plan approval ❑ paid. Sent by: ...... �1 �W ,Planning approval for (A) Use: (B) Parking: (C) Parcel Check:..... *1 Qr, ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ 0 , j 25. Fire Marshall Review (commercial projects only). Sent by: ...................... \ �!� 26. NPDES Form............................................................................................. . 27 � Encroachment Permit for driveway from the Public Works Dept .............. :............ ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization........................................................... ""..... ❑ 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 ......................... Cl 36. Other: ❑ 37. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: . Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: . Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 Plot Plan Attadied ✓ Floor Plan Attadied ✓ Sent to 8D/DS TO: Building Division = Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal: X Water Supply: Public Clearance for dwelling. Other 0:7Wc4c-I 's,/Iv,- Z&.. Hold final for: Final clearance O.K. for: _ NOTE: A44 -:4 Evvironmental Health Specialist Building Clearance 9/2005 4/4 '3 6,9 Private Well k Ab Date Ii G BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 w4w.b0ttecounty.net/dids PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner raliegh, ted APN No: 042-340-108 Application Date. 3/7/2006 Permit No: BP 06-0529 Permit Type:ag rage 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $714.87 Plan Check portion of Permit Fee $285.95 $428.92 Balance of Building Permit Fee 2 FEMA RYes 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 - $204.98 NON-REFUNDABLE portion of fees due at application $285.95 _RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $285:95 Elg6t At the time of permit applic 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:/ --ml YJ Date: Pursuant to Government co a Se 'on 60Fe are ereby notified those Items followed by an "*" may have been impos on your project. You have 90 days from the date of approval o the p je o om impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Co e S on 6020(aK:/Building/Forms/Schedule of Receipt Fees Residential 121205 �P P•RWEN T errr� °- Department ®f Public Works ON90) C o u n t y o f B u t t e 7 County Center Drive Oroville, CA 95965 J. Michael Crump, Director (530)538-7681 (FAX) 538-7171 A �c wo5 ����'� Shawn H. O'Brien, Assistant Director Assessors Parcel Number: r4j -gzl(, ' Building permit # Owners Name: �k:i P—AL- l�d - Owners Mailing Address: 209 , AQ 1-c_K Property Address: ! OR C -A KK -K ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: Not a County maintained road El Existing driveway conforms to County S-31 standard [] Other Approved h Printed Name Title Date 5 Z o CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. 1% Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING April 13, 2006 Ted Raleigh 208 Carmack Chico, CA 95927 Subject: Building Permit (APN 042-340-108)A Type Dear Applicant/Representative: The Butte County Department of Development ervices, Planning Division, has reviewed the submitted permit application, and requires t e following revisions to your site plan, or information in order to continue the review (t 's may be for notification purposes, please see below): I. ❑ Creation Deed ® Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ® Setback Conformance ❑ Watershed Protection Zone ® Front Yard see enclosed map!) ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development Standards ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements ❑ Easement ❑ Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑North Chico Specific Plan — Erosion Control ❑ Fire Sprinklers* ❑ Notification Only — No Action Required ❑ Other: * Fire sprinklers, and the SRA setback, ar not requirements for the Planning Division approval, and this notification is for informational purposes, h not it may be required for the issuance of a building permit. The requested information, or notific tion, is described on the included hand-outs. You will also be given some brief direction, o the following page, of how the information should be submitted or returned to the Co ty. Should you have further questions please contact me between the hours of 8:00 a.m. an 4:00 p.m. Monday through Friday at (530) 538-7603, or the appropriate Department/Division i n entified in the hand-out. k. cq�- Sin ely, Z . Y S hris ley Associate Planner Cc. Jerry Mitchell a m PROPOSED EATON ROAD EXTENSION N]2°wwe sOS.00 (K 52°�d,6Y '3D5M1: rend -8..ee 1 zla.ad '� N znd —��• R' C x52••f]B"C •.'54"F. 1...B.. N•19DD L•1]B.Gr' .-.-__Y E OF SIFORMA COUTNTYccOFJJ�t _gyNLrS S 2' :tW MPfE un LVI.>�Pr�..L....IOTF, SCfOPE VE,^K UWfRtiCY.c7., >:MT°FY P•l91)D, IN B F0.Y YO _._. �. -_.._ _ 13D.0' • °]S•OJ' BOK E_ .,..•.1 �S]•B;nIpNO SETB,CR _. _'�-0��..._� R--_aOaU_� L•2p,gg•- PARCEL I •-`^� T N rn cmF :N,f LTE iBe D>NS "................... .. •� RC2-'�--'--'--'---- CEL EL PARCEL LcrK EeTn,cK aBa,cREB n KK na p•:.r PENsa1 w,a;u LaxsiNT is Y¢ussbFr ( � (.` p ' �.',: � "• r0 Po CLEAP TNLC TOS>IC `NCD B : ME .BY CONSENT mr.lE PBr.AR,Twxe¢cnPOen" W87i:ea . Ke Jae `\\\ i....t.> �� y L a � ; 0 Sr: � .v 4 jyy�Lic/�p�; •(i f P.M. BK. 44. PG. 90 LEGEN,O • FD. ]/,•:. o, TgDOED L.L. 31]n • srr ]/f" LP. YNGED Ls. sr], C CALi>)L>�FD CMklR 1 NCT+,:YO SET 7 Q L/aS!S_2F_&CA_-?1,YQ BASI] OF BE„IMGS IS !NE NOVPMRY OF :-T P„CEL KAP FM N'>LF_R „LB REGORDfD IN RmK ,9 OF °,RCET. XC ,T P,OE 90. ^� 89.19 113 R K� IR aJ j - (u5t°IS g6•Er z U 110• Y N HELL ll1EA w I � I a o i L.00AMN MAP KO 9CGlF j/e ly C Q q. j SURVEYOR S C£R,T/F/CAr£ N � rN.T AWP,43/1KJCFiD B✓NEpF(ALK?.NY�>DD1'AVO R:LS 6VPEN FADY gfGLRD A,JA ANDSBJSED UMY J fS(/RYfYp C'G'NT144LLVQ r!M INE gCOfdgF.V(NI4 BJ T [ TJBpv/S/LW YLP ACJ AME ,mom.: pfpyE{>W _KCPLE C>PVER pv_+IAY ..-,N10.IMC,E81 �fRMYrlbt?CPWO¢YJ >0 >kf dMAtr FO >f/?PnK N°P b9 MECA19iTY15OP J9MpYJL M[q!D/, MC> ILL .°ROYI,IADNS p' wAYMJBLE Jldrf L.tWS MTI LOCAL pOIMJNCCSNJY��E BEEN//LA//VIJJi[!C--B//•••�,M/�,I��//I�q�. //�� �' EYFM>.K<CNA —E, 14203 COUNrY SURVEYOR'S CERrIFICAr£ MIS N>P M.If BEEIl CY,N/NCD J JN!Jd$�NYDF_AEYf"er.!__,IB>L. fpt L'ONfplNJNCC'M.•i/Mt' RJ.NrRCVCgSp S!L'rkV/ ItJ>J p' ML UBBNIS/JN N.P<CT. �CLwr J5!•.EBCM -R[!, iilE� lYgMrr SLNYCyryq cavrm p•eu»E R£CQPOER'S CE IFICAr_£ Par�nna�a�rd •j,A„� yl :arb Jr//,:2yrBr fN 9q}Y's.7 CI.0 NAPi Jr vat <>N/E srL ,Z7,i 'w-„_p•—�r------ -.____ oENrrr PARCEL MAP A PORTION OF LOTS I AND 4 OF THE FIRST SUBDIVISION OF' THE BAY TRACT BUTTE COUNTY CALIF. MAP OF THE LANDS OF MERGE CARVER” ' RT I BOX 409 G• CHICO, CALIF. Mc CAIN ASSOCIATES ARCRITECT6 • ENGNEERS •SURVEYORS 455 EASY AVE CHICO,CA. 93826 SHEETI OF i aP <zaTsr cRGr N .S.0 R7/FlCt1jf E OF SIFORMA COUTNTYccOFJJ�t _gyNLrS LVI.>�Pr�..L....IOTF, SCfOPE VE,^K UWfRtiCY.c7., >:MT°FY P•l91)D, IN B F0.Y , Y sAq Eacr•rBe-nrL PfFa-JifuY CTazM°, _.�jii l�L�..� e!.C&RYGK__._ .. .. ....___... ................ _.- ....... _..�. K.RO>N m NE m Bx n+E aEFsrxL] wosE ",•,ce ,Rf etexRlBEo :c n.r ' T N rn cmF :N,f LTE iBe D>NS "................... .. •� :, IIE,LE LM GAINER, ti�"OYNCN y -CE 6rKnna mt'ME PNNCFfD KAv, DO Nq:CO1..CfR•IFY :1!>l' .. �l . "'� GN],Vn 1. C:O.:o KK na p•:.r PENsa1 w,a;u LaxsiNT is Y¢ussbFr ( � (.` p ' �.',: � "• r0 Po CLEAP TNLC TOS>IC `NCD B : ME .BY CONSENT mr.lE PBr.AR,Twxe¢cnPOen" W87i:ea . SIgWN H:TNIII :NE CO:LREO BORDER L'xES. PARCEL MAP A PORTION OF LOTS I AND 4 OF THE FIRST SUBDIVISION OF' THE BAY TRACT BUTTE COUNTY CALIF. MAP OF THE LANDS OF MERGE CARVER” ' RT I BOX 409 G• CHICO, CALIF. Mc CAIN ASSOCIATES ARCRITECT6 • ENGNEERS •SURVEYORS 455 EASY AVE CHICO,CA. 93826 SHEETI OF i aP <zaTsr cRGr • l S 37042'32" E ! _ . 13.8.G0� , m 'n `C N cn 1 • j .'. Oc z; .c Q ..i• s •..... p 40.00' m �I1 O 0 t ) ;. 68.00 - o z N S f� cn � eb ter A C° r•Ta b" F�1 m °nO �D > o 0 o - n N p O D 70 � 1 O W O XJt 4 0 o 0 J 0 Or i tv oif -A p DSM N 0 k O O n_O �' • O �0 F9 rn � 2F r r if N f z z o O -'(A a m '4*- (S 3705,20'E 144.09 X24:85` S 370 54'0 I'l E 144.09' A) N37054---0t' o ('N 3705,d2E S.U.D.A.D. D-RA1NA,-GE CANAL T 4 5.0 c 5.03Ac 06-69 9.54Acf J19.81 `9 115 94 851 163.60 I 510.11 .__ 4--------------- i ___.____-_____ j1 i J1 JJ i S.OSAC 1 5.02Ac u8 84Y M4CT SUB. 12 1 Ia1 a 1� 6z1.59V U7.117574.61 U 4.41Ac ; 63 5 ti l39 IJ 1 , 140 23 �, c N 120.00Ac f 102PM84J 5.05Ac 4.75Ac 8 -------fl2P^4Z�-eaaor------------------- - ---------------------- --------------------------------------------- ---- I -----;-------------------i--------- -- --- -- e 84Y TRACT SUB. 12 1 i { ' f i t0 1 1! - i 12 ' .. Q i I 1 I 1 1 I 1 1 I 1 I 1 1 ll4 /72.O8Ac HAY TRACT 12, 1 M.O.R. M 11-24-1895 HAY TR4CT /I, 1 M.O.R. 42, 2-4-1895 (RI 14 Butte County Assessor's Map Book 42, Page 34 NOTE fiese parcels are for assessment pa only and may not constitute legs/ Pamela. CREATED BY DB CREATED ON 10-8-1999 REVISED BY DB REY O ON 10-8-1999 EFFECMS 00-01 8011 Com Wed 6y Pm Butte Comb,Assessors Office PTN. SEC. 17, R.22N. R.1 E. M.D.B. &M. 42-34 934C 106 107 .954c Iwxu151arEtx Op -S% _ 49PN90 I 102PA121 LOOAyy ;k� 3© 115PM9 R :� 60 3 S37.45'00'E 5OPM40 IOJPM38 71P4150 NJ745'00'W 1.004c' ------ -----------i 2 I.O7At� .0" 1 -2:16Ac 186 1553= 79 O i po6 .s$ 105 103 cli l87 2 2 ' 2 l84 p 108 n 61 1.07Ac,)-i�-ZZAc 5 2 4 � 2 m 1.02A 185 �\ Q 5 t l04 178.60 $ J 1 Q .954c = 62 •07Ai 11.154c o , 8. 15Ac ISa i o 1.00Ac , 10042 t.00Ac 2 i 1 7 i - 181PM74 a la9l 63 , p7 l83 l30 '- t.00ac' 1 2176 ' 78 1 BAY TRACT SUB. 1 ` E ---- h 11750 148.Q7 I 18aN 165.11 1165.11 ___ �.e---'-`-----_ __ __ 115.10 175.10 41 • 117 119 ' 405.71 4J 51 1.5 ' 171 , 56 O21 I.OQAc A VE 84Y TRACT SUB. 11 ' ; _8 52 I.00Ac I �i.3.T4c 1 4A � 2 4 45Ac �S 6 _ _ �. `. 10 i 4 5.0 c 5.03Ac 06-69 9.54Acf J19.81 `9 115 94 851 163.60 I 510.11 .__ 4--------------- i ___.____-_____ j1 i J1 JJ i S.OSAC 1 5.02Ac u8 84Y M4CT SUB. 12 1 Ia1 a 1� 6z1.59V U7.117574.61 U 4.41Ac ; 63 5 ti l39 IJ 1 , 140 23 �, c N 120.00Ac f 102PM84J 5.05Ac 4.75Ac 8 -------fl2P^4Z�-eaaor------------------- - ---------------------- --------------------------------------------- ---- I -----;-------------------i--------- -- --- -- e 84Y TRACT SUB. 12 1 i { ' f i t0 1 1! - i 12 ' .. Q i I 1 I 1 1 I 1 1 I 1 I 1 1 ll4 /72.O8Ac HAY TRACT 12, 1 M.O.R. M 11-24-1895 HAY TR4CT /I, 1 M.O.R. 42, 2-4-1895 (RI 14 Butte County Assessor's Map Book 42, Page 34 NOTE fiese parcels are for assessment pa only and may not constitute legs/ Pamela. CREATED BY DB CREATED ON 10-8-1999 REVISED BY DB REY O ON 10-8-1999 EFFECMS 00-01 8011 Com Wed 6y Pm Butte Comb,Assessors Office TRUSS i O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 O MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 Truss Design Submittal Designed By: Date: Technical Representative: Bryan Wagner February 15, 2006 Bryan Wagner * All encloseca arawings are iii d����a-lluilicl l�,c�l vi u� i Client Mitchell's Building Supply Office Phone: Office Fax: /Elevation: Work Order # 0600206 Floor System:l O Roof System:1 O Pr9ject 24' x 40'& 26"x 16' Chico, CA Site Phone: BUTTE C�� Site ContactPUILUING DIVISION a 000= Ian 0" Original Submittal O Complete Revision 1 _S O Partial Revision: Replaces individual drawings O Addition: Add to Original Submittal O O r- • s Roofline 3D La -aaD� • 00000 s y s tt e i n tin' x 40' and 26' x 16' Building Mitchell's Building Supply Chico Ca O N SALES REP BW DUE DATE : DSGNR/CHKR BW / BW TC Live 16.00 pef TC Dead 14.00 pef BC Live 0.00 psf BC Dead 7.00 pef Total 37.00 psf WO# . 0600206 Date : 2/14/2006 10:02 DurFac-Lbr 1.25 DurFac-Plt 1.25 O.C. Spacing : 24.0 Code : UBC -97 #Tr/#Cfg : 30 / 0 61 Job Name: 24' x 40' and 26' x 16' Building Truss ID: S1 Qty: 7 BRG X -LOC REAR SIZE REQ'D tt 2x4 DFL #1 Platingg�sppeec : ANSI/1171 1995 UPLIFT REACTION(5)) Support lb 1 0- 1-12 1110 3. SO" 1.50" 2z4 DFL 61 2 25-10- 4 1110 3.50 1.50" WEB 2x4 DFL STANDARD THIS OESIGI IS THE COMPOSITE RESULT OF MULTIPLE LDAD CASES. 1 -]b9 Support 2 -169 lb BRG REQUIREMENTS sham are based ONLY PLA1f VALUES PER IOID RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BC -L. IF RANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5' HANGER NAILS FOR This truss is designed using the UBC-97 Code. on the truss material at each bearing PRATING BASED ON GREEN LUMBER VALUES. MAX DEFLECTION (s an) : 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GIN WAILS ARE USED THE Bldg Enclosed Yes Lrportance Factor 1.00 Truss Location = Not End Zone L/999 MEM 7-8 (LIVE) LC 15 RANGERS mus -r BE RE-EVALUATED (BY OTAFRS). H1n rricane/Rcean Line - No Exp Gtego Bldg Len t - 40.00 ft Bldg th - a0 00 ft L- -0.14' D= -0.13" T- -0.27" MEMBER FORCES: BC Dead 7.00 psf Mean roo4t height ' 12.A3 ft, mph - 75 CRITICAL TC �1P. WR. / TF1S. WR. CSI (OCS1 1-03) and SCSI WAAARY 94ETS by WfrA and TPI. The Tnas Adie Institute (TPI) Is located at SM 00wfrb Ddve, Madison, UBC Standard Occupancy, Dead Load - 12.6 psf 1-2 -2271 1.25 / 33591 1.56p0 0.50 T R U S P L U S 6.0 VER: T6. 5.0 VNscorsin53719. The AmelcanFomstand Paper Association (APPA) isWatedm11111mhStnxLNW, Ste 800.Washiron,Dc2oai8. 3-4 1.25 % 329 1.60 0.43 DEFL RATIO: L/240 TC: L/2 -2003 4-S -2271 1.25 / 351 1.60 0.50 BC MIP.((WR.3/ TENS. ((((WR.33 CSI 7 8 18(1.253 0.42 -1.33(1.603% 8-9 -275(1.60 / 2106((1.25 0.51 ld1 QT1P. WR. / TENS. WR. CSI 2-7 -479 1.25 / 150 1.60 0.06 3-8 68 1.60 % 627 1.25 0.25 4-8 -419 1.25 / 150 1.60 0.08 t 4-7-13 1= 0-3-13 13-M 13-0-0 1 2 3 4 5 4.00 -4.00 4A t 5-3-11 SHIP 2 0-3-13 B1 'B2 W:308 VV:308 RA 110 R:1110 U:-169 U:-169 2�-0i, 2&-0� 26-M 6 7 8 9' ® HOMEWOOD WAKN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for anVdhkuatbadtdingcomponent not buss sysem it has teen based onspecifications Wavidedbythe oomponmd manufachm and done in a000tdance with the psrem wssions of TPI and AFPA design slandmds. No nesponsibl'dy Is assumed for dimensions! amoaty. Ourherslons are to b1 verified by the oonVonmd mmudacun r andnor b idling designer pdor to fabrication. The bubding designer mist asoatain that the roads Wlzed on this design meet a exceed the loading imposed by the tarsi bu0ding code and the paNadar appiiration. The design assumes that the tap chord Is iateraty bmetl by the roof or floor sheatig aro the bottom chord B iateraBy bmoed by a rigid stead ft mataiai dlreeiy attached, muass othorwlse Cust: Mitchell's Building Supply W0: Drive T_0600206_L00005_300001 Ds g n r : BW # LC = 16 WT : 135# TC Live 16.00 psf L i ve Du r L=1.2 S P=1.2 S noted. Bmdrg shown is for tateral sppon of co ponds men ice mty to re I budding length. TMs compahed sha0 not be placed in any TC S now 0.00 psf TC Dead 14.00 psf S n owDu r L=1.15 P=1.15 Rep Mbr Bnd / Comp / Tens TRUSS' embonmemthatQjcam the mdsoeoamntofthe wood toewm19%anhaorcoseoomWorplmemmsWt F-ahicate,hard%hisau BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. gDiReports'avaBameasoutputfromTnswdsmWAM and ham udstruss Inaccordmnewith ReWowing stmdabs:'Joiatand ganem Colo Springs, CO 80907 '/'f'WAT•VV= V-VwodTnaal scamofAmalcaStadmd Design Respmsbaiues,BU�U4c srrSAFETY OFofadATlort- BC Dead 7.00 psf O.C.Spacing 2- 0- 0 (OCS1 1-03) and SCSI WAAARY 94ETS by WfrA and TPI. The Tnas Adie Institute (TPI) Is located at SM 00wfrb Ddve, Madison, T R U S P L U S 6.0 VER: T6. 5.0 VNscorsin53719. The AmelcanFomstand Paper Association (APPA) isWatedm11111mhStnxLNW, Ste 800.Washiron,Dc2oai8. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/2 Job Name: 24'x 40' and 26'x 16"Building Truss ID: S2 Qty: 2 BR, X -LOC REACT SIZE REW D TC 2x6 DFL #2 2x6 DFL SS Platingg�spec : ANSI/TPI - 1995 THIS OESICN IS THE COMPOSITE UPLIFT REAC1ION(S) : Support 804 lb 1 0- 1-12 6122 3.50" 3.50" 2 25-10- 4 6122 3.50" 3.50" WEB 2x4 DFL STANDARD RESULT OF MULTIPLE LOAD CASES. 1 Support 2 -04 lb BR2 RE UIREMENTS sham are based ONLY Q 2x4 DFL STUD 11-4 WEOLE 2x4 DFL #1 IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE Br>aSED ON 1.S" HANGER NAILS (Oft This truss is designed using the UBC -97 Code. on the truss material at each bearing MAX DEFLECTION (s an) : L/671 MEM 11-12 (LIVE) LC 1 Lumber shear allowables are per NDS. RATE VALUES PER ICBG RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. RATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY CIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY (HERS . Permanent bracing is reg uired (bv others) to Bldg Enclosed Yes, Importance Factor - 1.00 Truss Location Not End Zone Hurricane/Ocean Line - No LegorW C Bldg Length - 40.00 ft Bldg 4H dth a 40.00 ft L= -0.46' D= -0.60' T= -1.06" STC �TTF:N 2 -PLY! Nail w/10d 00M40N staggered(per NDS) "PER prevent rotation/topr ing. SSee__ SCSI 1-03 Mean roof height a 12.33 ft, aph . 75 �. DURMBER rR. CSI 1-2 1.25 / 397 1.60 0.86 in: TC- 2 BC- 3 WEBS- 2 FOOT!" and ANSI/TPI 1. IBC Standar 5q. DeadLoadLa _12.6 psf_______ E #L.Loc -16956 2-3 -12984 1.25 / 322 1.60 0.56 Dir L.P1(f R.Plf R. Loc LL/TL TC Vert 60.00 0- 0- 0 60.001 26- 0- 0 0.53 3-4 -10013 1.25 / 279 1.60 0.31 I/ SC vert 41.0.98 0- 0- 0 41.0.98 26- 0- 0 0.42 4-5 -10012 1.25 / 279 1.60 0.31 5-6 -12984 1.25 / 322 1.60 0.56 6-7 -16956 1.2S397 1.60 0.86 BC COMP. WR.1�/ TENSDUR. CSI 8-9 -331 1.60 16223 1.25 0.989-10 -331 1.60 16077 1.25 0.97 10-11 -210 1.60/ 11900 1.250.6611-12 -210 1.60/ 11900 1.25 0.6612-13 -331 1.60/ 16077 1.25 0.97 13-14 -331 1.60/ 16223 1.25 0.98 WB COMP. WR. / TENS. WR. CSI 2-9 -1 1.60 / 2323 1.25 0.47 2-10 -4371 1.25 / 134 1.60 0.28 3-10 116 1.60 / 3082 1.25 0.62 3-3.1 3106 1:60 % 1.25 0.9200 -1111 5839 S-11 -3093 1.25 / 105 1.60 0.22 5-12 -16 1.60 / 3083 1.25 0.62 6-12 -4371 1.2S / 134 1.60 0.28 6-13 -1 1.60 / 2323 1.25 0.47 Heel BCSI Left 0.26 Right 0.26 13-0-0 13-0-0 2-PLYS 1 2 3 4 5 6 7 REQUIRED 4.00 000 4-7-13 5-2 1 D-3-13 131 W:308 R:6122 U:-844 HOMEWOOD � TRUSS 4445 Northpark Dr. Colo Springs, CO 80907 TRUSPLUS 6.0 VER: T6.5.0 6-6 c.ao ti -o o -o ro c.a-o 3-8 3-8 26-0-0 8 9 10 11 12 13 14 T[us�rdl SYstems�lates are 20 S7a tmless shW+no�b "16"(18 i7a� FP f D es se frame D es are Dosfi as s ri Ve. VVArVIVIIV VRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an Individual building component not tori system H has been based on specifications provided by the component manufacturer and done in acmndanoe with the current versions of TPI and AFPA design standards. No responsidiity Is assumed for dimensioml accuracy. Dimensions are to be verified by Ore component manufacturer ardfor building designer prior to fabrication. The building designer must ascertain that 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 attached, unless otherwise noted. Bracing shown Is for Lateral support of components members only to reduce budding length. This cerrponent shell not be placed in any environment that will cause the moisture content of the wood to enseed 19% ardfor cause connector plate corrosion. Fabricate, handle, Install and dace this toss in accordance with the following standards. Vain and Cutting Detail Reports' avallable as output from Tntswal software, 'AMSVTPI 1', %ARCA V- Wood Tess Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION - (BCSI 1-03) and'BCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 DXkwfdo Drive, Madison. W=nsin 53718. The American Forest and Paper Assodation (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. t 4-7-13 SHIP 2 0-3-13 B2 W:308 R:6122 U:-844 2/15/2006 Cust: Mitchell's Building Supply WD: Drive_T_0600206_L00005-J00001 Dsgnr: BW #LC = 16 WT: 201# TC Live 16.00 psf LiveDur L=1.25 P=1.25 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Bnd / Camp / Tens BC Live 0.00 psf 1.00 / 1.00 / 1.00 BC Dead 7.00 psf O.C.Spacing 2- 0- 0 Bldg Code: UBC -97 Job Name: 24' x 40' and 26'x 16"Building Truss ID: SG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 Plating�sgpec : ANSI/lpI 399S This truss is designed using the BC 2x4 DFL #1 CBL BLK 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. TRIS _SI I5 THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS ORAWINO, UBC -97 Code. Bldg Enclosed . Yes Importance Factor - 1.00 Truss Location - Not End ZonEe� Loaded te foreggabllee blocks. T1---PPLLY R NAILS � Bldg cane/Oceanry e gthc-g��40.00 ft�B1d9 Width ft MM&yuuseoQINGgeg3.0 sstapleess CABLE AANND3"3"�HAN MULTTII-PPLLY 4(1 00 BDeaftd'LoLad C'ILgable brraang required 0 )88" nteervals, HANGERS MUST BE RE-EVALUATEDA(EBYYS6%ERRSS). UBC Standard Occupancy, . 12 6 psf i. exposed to wind load applied to face. See "General Cable Details', CDO2065035. RATING BASED ON GREEN LUMBER VALUES. HOMEWOOD 4-0� N C4 4-0-0 13-0-0 13-0-0 1 2 3 4 5 6 7 89 10 112 13 14 15 16 17 18 19 4.00 3-4 5-3- 4-7-j 3 11 , i, 2 2.5-6 2 5-6 I SHIP 2 x 11 0-3-13 S=4-5 0-3-13 Fri V01 �26-0-0�-0-00 20 21 22 23 24 25 LrFP26 2280 299 31 IrLPy333%34 IIrP335 36 33}.70 38 0 -� 1 N A 4-0-0 T 1 1 1 N N TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT CIOf I3IC=IS-e �� —S4d4wnas s'�'irrn6vr�:lISOVB�.'ShltT p�bI631Ud' �� �,�b„pap°1 a L6. 2/15/2006 Read an notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design is for an Individual wilding component not truss system It has been bused on specifications provided by the oor ponent manufacturer W0: Dri ve_T_0600206_L00005-100001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility lo assumed for dimensional socuraq. Dirrnensiore Dsgn r : BW #LC = 16 Wf 180# are to be verified by the component manufacturar andlor wilding designer prior to fabrication. The wilding designer mut ascertain that the rows TC Live 16.00 psf Li veDu r L=1.25 P=1.2 5 L=1.15 P=1.15 HOMEWOOD uliftted on M design meet or exceed the loadingbrposed by the local wilding code and are particular application. The design assumes that the top chord W laterally braced by the roof or floor sheathing and the bottom Mord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce budding length. This componerd shall not be placed in any TC Snow Dead 0.00 psf 14.00 psf SnowDu r Rep Mb r Bnd /Comp /Tens TRUSS environment mat bum cause the mo sore content of the wood to exceed 19% enamor cause connector plate corrosion. Fabricate, handle, installTC BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Or. and brace This buss In accordance with the following surdards:'doind and Cutting Detail Repos available as output horn Trasvab software, 'ANSVrP1 1', WrCA V Wood Truss Council Arnerica Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION BC Dead 7.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 - of - TRUSPLUS 6.0 VER: T6.5.0 (SCSI 1-03) and BOSI SUMMARY SFF1FEf8' by VVTA and TR. The Truss Plate Institute M is located at 583 OrOnomo Drive. Madison. VAsconsin53719. The AnerimForest and Paper Association (AFPA)Islocated m1III 19thSUeKNW, Ste 80D.V%shington.DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/241 Job Name: 24'x 40' and 26'x 16"Building Truss ID: T1 Qty: 12 BRG X -LOC REACT SIZE REQ'D TC 2x4 OR 01 Zx4 DFL it Platingg sppeec • ANSI/TPI 1995 THIS DESIQI IS THE COMPOSITE RESULT OF Required bearing widths and bearing areas appl when truss not supported in a hanger. 1 0- 4-12 879 HGR 1.50 2 23-10- 4 1027 3.50" 1.50" WEB 2x4 DFL STAND4RD PLATE VALUES PER ICBO RESEARCH REPORT 01607. MULTIPLE LOAD CASES. IF RANGERS ARE INDICATED ON THIS DRAWING, UPLIFT REACTIONS) Support 1 -326 lb BRG REQUIREMENTS shown are based ONLY Loaded for 10 p5� non -concurrent BCLL. THEY ARE BA$ED ON 1.5" HANGER NAILS FOR Support 2 -164 lb on the truss material at each bearing BRG HANGER/CLIP NOTE RATING BASED OfTGREEN LIMBER VALUES. 1-ttv AND 3' RANGER WAILS FOR MULTI -PLY GIRDERS. IF 2.S" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY UAERS). This truss is designed using the UBC -97 Code. Bldg Enclosgd - Yes Importance Factor - 1.00 1 HUS26 Li veDu r L=1.2 5 P=1.2 5 SnowDu L=1.15 P=1.15 HOMEWOOD Truss Location - Not End Zone Su ort Connections)/Hanger(s) are S=ort PP t designed for horizon al loads. noted. Bracing shown is for lateral support of components members only to reduce buckling length. This ramparent shag not be placed in any TC Dead Hurricane an Line . No E ?tthe2orX - C Bldg lengt ® 40.00 ft Bldg th 417.W ft SEE SIMPSON CATALOG TRUSS environment that will rause the moisture content of the wood to exceed 19% ardlor cause cameda plate corrosion. Fabricate, handle, hrstall Mean rooF height - 12.16 ft, oph - 75 FOR ADDITIONAL INSTALLATION NOTES 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 UBC Standard Occupancy, Dead Load m 12.6 psf MAX DEFLECTION (s an) : 7-8 LC 15 7.00 psf O.C.Spaeing 2- 0- 0 L/999 MEM (LIVE) L= -0.13' O= -0.14' T= -0.26" CRITICAL MEMBER FORCES: VNsceruin53719. The Aunerican Forest and Paper Association (AFPA) Is located at 1111 1 9th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: UBC -97 TC COMM. WR. / TENS.JDUROJ CSI1-2 -2040 1.25 / 3291.6 0.28 2-3 -1787 1.25 / 3001.60 0.32 4-5 1.25 31.6W0 0.33 -23.02 BC C", WR. / TENS. WR. CSI 7-8 1.355 1.60 ]270 1.25 0.38 % 8-9 -276 1.60 / ]954 1.25 0.45 N9 Q-35 TENS. WR. CSI 2-7 -356 1.25 / 140 1.60 0.06 1.6600 579 1.25 0.24 3-8 58 % 4-8 -385 1.25 / 144 1.60 0.06 I 4-3-13 1 2.5-6 2 04-13 11-9-0 12-0-0 1 2 3 4 5 4.00 -4.00 4-4 4-1t 11 SHIP 2 -- 0-3-13 B1 B2 'HUS26 W308 W308 R:1027 R:879 U:-164 U:-126 0-3-0 23-9-0 STUB 6 7 8 9 Isre Cts'rJedif9tLartdfal�BameieSSSI,QM,"'g'sl,'owr�al�bShif�g3b�stud" ��0,%.). se are as e. a tD aV t ov 2/15/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design is for an individual building component not thus system N has been based on spedOrations provided by the component manufacturer WO: Dri ve_T_0600206_L00005-100001 ® and time in acooraance with the cu nem versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimusiars Dsgn r : BW #LC = 16 WT: 121# are to be vedfled by the component manufacturer andlor building designer prior to fabrication. The building designer must ascertain that the loads TC Li ve TC Snow 16.00 psf 0.00 Li veDu r L=1.2 5 P=1.2 5 SnowDu L=1.15 P=1.15 HOMEWOOD 'b''zD° 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 root or Rod sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This ramparent shag not be placed in any TC Dead psf 14.00 psf r Rep Mb r Bnd / Comp / Tens TRUSS environment that will rause the moisture content of the wood to exceed 19% ardlor cause cameda plate corrosion. Fabricate, handle, hrstall BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and brace this fuss in accordance with the following stardarft Jolm and Cubing Detail Reports' avallable as ampul from Trusval software, *AKWM V, VVrCA V- WbOd Truss Cound of America Standard Design Responsibilities, 13UILDING 0OMP()NENT SAFETY INFORMAMON - BC Dead 7.00 psf O.C.Spaeing 2- 0- 0 (BCaI 1-03) end'BCSI SUMMARY SHEETS' by 1NfCA and TPI. The Truss Rate institute (IPO Is located at 583 D'drofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.0 VNsceruin53719. The Aunerican Forest and Paper Association (AFPA) Is located at 1111 1 9th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 C♦ Job Name: 24'x 40' and 26'x 16"Building Truss ID: TIG Qty: 1 CRITICAL MEMBER FORCES: TC 2X4 DR #1 Platingg sppeec ANSI/TPI - 199S This truss is designed using the BC 2x4 DFL #1 THIS OESIQd IS THE ITE RESULT OF UBC -97 Code. BL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed . Yes Inportance Factor . 1.00 RATE VALUES PER ICBO RESEARCH REPORT 01607. IF RANGERS ARE INDICATED ON THIS DRAWING, Truss Location . Not End Zone Loaded for 10 PSF ran -concurrent BOLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane/Ocean Line - No Exp_Category�. C Ma use ad uate staples for gable blocks. 1-RY AND 3' HANGER NAILS FOR MULTI -PLY Bldg length - 40.00 ft81dg Wiiddth - 40.00 ft BU1I1LDING DES VIER PgelglgST VERIFY CABLE LDADS! GIRDERS. IF 2.S" GUN NAILS AREE USED THE Mean roof height . 12 �6 ft, mph 75 fii gable braed to rigs nut quoad dli8" intervals, o ervals,ace. PA RSED ON REEEEVAL! NTER VABLUE%ERS). UBC Standard Occupancy, Dead Load . 12.6 psf S. See "General Cable Details', 0002065035. 4-13 1 2.5-6 0-4-13 3-9-0 11-9-0 , 12-0-0 _ 1 2 3 4 5 6 7 8 9 101 12 13 14 15 16 17 4.00 -4.00 3-4 t 4-11-11 1 SHIP 0-3-13 1��� mare B'l�mdarladaeg'I;F,'1wr�e'Sh61f�Mci8WI5v = a le. 2/15/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. 2^ 0-3-0 This design is for an individual bui!i ing component not teas system H bas been based on spedDmt!ons provided by the component manufacturer W0: Dri ve_T_0600206_L00005-100001 23-9-0 and done in aceodaros with the current versions of TP! and AFPA design standards. No responsibility is assured for dimensional aoanecy. Dimensions Dsgn r' BW STUB 18 19 209 1 229 239 24?59 2J37 �8Q 99 09 31 q 32Q 33 4 39 3-9-0 � � � � � TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 04 TYPICAL PLATE: 1.5-3 14.00 psf Rep Mb r Bnd / Comp / Tens TRUSS environment that will cause are moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 'Joint OVER CONTINUOUS SUPPORT t 4-11-11 1 SHIP 0-3-13 1��� mare B'l�mdarladaeg'I;F,'1wr�e'Sh61f�Mci8WI5v = a le. 2/15/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design is for an individual bui!i ing component not teas system H bas been based on spedDmt!ons provided by the component manufacturer W0: Dri ve_T_0600206_L00005-100001 ® and done in aceodaros with the current versions of TP! and AFPA design standards. No responsibility is assured for dimensional aoanecy. Dimensions Dsgn r' BW #LC = 16 Wf - 154# are to be verified by the oompohent manufacturer andlor building designer pdor to fabrication. The buDding designer mat ascertain that the bads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 ubiitaiO on this design meat or exceed the loading imposed by the local building code and the partbular application. The design assures that the top droit HOMEWOOD Is laterat!y braced by the root or fico sheathing and the bottom amod is laterally traced !y a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to red" buctdi g length. This component shah not be placed in any TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens TRUSS environment that will cause are moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 'Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Northpark CO 80907 s muss In accordance wHh De fottowi g standards: and cutting Dalai Reports available as output from Tnuswal software, and brace riA�dcarol` r 'p 1'. - Wood Truss Coach of America Standard Design Responsibilities, BUILDING CCMPOMENT SAFETY INFORMAMOR - BC Dead 7.00 psf O. C. Spaci ng 2- 0- 0 (BCSI 1.03) and BOSI SL*AMWY SFE= by WTCA and TPI. The roes Plate institute M is boated of 583 D'Onof io Crive. Madison, TRUSPLUS 6.0 VER: T6.5.0 WiscerWn53719. The American Forest and PaperAssociation (AFPA) is located at 1111 119th Street NW, Ste 800, Wishtigton. 1DC2DD3S. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 r 4e Job Name: 24'x 40' and 26'x 16' Buildinq Truss ID: T2 Qty: 7 BNX -LOC REAR SIZE REQ'D 1 0- 1-12 1036 3.50" 1.50 2 23-10- 4 1036 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) L/999 MEM 7-8 (LIVE) LC 15 L= -0.12" D. -0.13' T. -0.26" Ct1TICAL MEMBER FORCES: TC f1T1P. WR. / TENS. WR. 6I 1-2 / 341 1.60 0.34 --1963 96311.25 863(1.25 % 31100 1.6600 0.33 3-4 - 4-S -2129(((1.25 / 341 1.60 0.34 BC DOW. OUR. / TENS. WR. CSI 6-7 -2741.603/ 1980 1.25 0.45 7-B -1341.603/ 1297 1.25 0.38 8-9 -27411.60 / 1980 1.25 0.45 W8 WMP. WR. / FJ$. WR. CSI 2-7 -3881.25 / 145 1.60 0.06 111 3-7 56 1.60 / 575 1.25 0.23 4-8 1.25 144 1.60 0.2066 -388 % TC 24 OFL #1 BC 2.4 OFL 01 WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT 61607. Loaded GfoBASED OONNFG EENLUUMBEReVALUUES. Platyy�sppeec : ANSI/TPI - 199S THIS DESICI IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED W THIS DRAWING, THEY ARE WED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. 2RWNEVAA Yg(RS)HANGERS MUST8E. 12-0-0 , 1.2-0-0 1 2 3 4 5 4.00 4-4 x.00 UPLIFT REACTIONGSI : Support 1 - 5 lb Support 2 -165 lb This truss is designed using the UBC -97 Code. Bldg Enclosed - Yes, Igmrtmce Factor - 1.00 Truss Location - Not End Zwee� ry� Hurricane/Ocean 1 dg Len?thc- 40.00 ft�Bidg With 41 .00 ft Mean root height - 12.1b ft mph - 7S UBC Standard Occupancy, De 'Load - 12.6 psf t 4-11-11 SHIP D-3-13 B1 B2 W:308 W:308 R:1036 R:1036 U:-165 LIA65 240-0 6 7 8 9' TT I g ternsPIaaltes 20 unless sT can Wbv 18'(18 FP' 6. Wt) di Joird its C Rtes amid false a�tes are diortedas sFto Nr�a ' We. hr� Qe st es to curt dvWdlua es or le). ��'' �� LU V d 14 RNINGRead ail notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design is for an individual building component not truss system It has been baud on speaBcations prmided by the component manufacturer W0: Dri ve_T_0600206_L00005_100001 ® and done in accordance with the cement Versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgn r : BW #LC = 16 WT • 126# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mut asoertah, that the bads TC Live TC Snow 16.00 psf 0.00 Li veDu r L=1.2 5 P=1.25 SnowDu r L=1.15 P=1.15 HOMEI utilized on s design meet or exceed the loading Inpaud by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or Boor sheathing and the bottom Word B laterally braced by a rigid sheathing material directly attached, unless otherwise n/OOD noted. Bracing shown Is for lateral support of components members only to reduce bucMing length. This conponent shall Trot be placed in any TC Dead psf 14.00 psf Rep Mb r Bnd / Comp / Tens ®TRUSS en, irmuent that cam cause the moisture content of the wood to exeW 19% and/or cause connector plate corrosion. Fatxicete, haeme, Ins1a1I BC Live 0.00 psf P 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 arab brace this mss in accordance with the following starldards:'Joint and cutting Detail Reports' available as output from Tntswal software, 'ANSvTPI1',wrcAV-Wood Teas Council of America Standard Design Responsibilities. BUILDING COW NENTSAFMINFOR AMON- BC Dead 7.00 psf O.C.Spacing 2- 0- 0 BCS11-03) and Bcsl SUMMARY SHEETS by WTCA and TPI. The Tnss Plate Institute M Is located at 581 Donofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.0 vNsconsn5371e. The ArrericamForest and PeperAsso;mron(nFPA)Islocated at11111gHnsreeLrrvv.seeeoo,was±rimgton,0c20036 Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Y '0 Job Name: 24'x 40' and 26'x 16"Building Truss ID: TG Qty: 1 CRMCAL MEMBER FORCES: TC 2x4 DFL #1 Platingg sppeec ANSI/TPI - 1995 TNIS OESIfN IS THE MMPOSITE RESULT OFUBC-97 This truss is designed using the Cade. Bc 2x4 DFL #1 CBL BLK 2x4 DR STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, BldgEnclosgd . Yes Inportance Factor - 1.00 Trvss Location - Not End Zone Loaded for 10 PSF non -concurrent SCLL May use ad uate staples for gable blocks. Us?"ER THEY ARE BASED ON 1.S" HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY THE Hurricane/Ocean Line - No tegory�- C Bldg Length - 40.00 ft Bi dg Width - 40.o0 ft Mean roof height - 12.6 ft, aph - 75 BUILDING MUST VERIFYLELOADS! intervals, (i e�lsedrio nwind�uoiad GIRDERS. IF 2.S" GUN NAILS ARE USED )' ON GREEENNALIUMBEER UBC Standard �ccupancy, Dead Load - 12.6 psf applied See "General Cable Details', 0002065035. PLATING BASEEDD VAALLUEES, N I 4-0—� N I N N 400 ' 12-0-0 12-0-0 1 1 2 3 4 5 6 789 101 12 13 14 15 16 17 4.00 3-4 x.00 2-0-0 ~� TR>Swdltemstese 20 uriless shQA'rib „18"('18 "K��hif� a stud es to20v�dlbv sUulual tat its t es se es are B ass e. es a le). 2-0-0 24-0-0 Cust: Mi tchel l 's Bui 1 di ng Suppl y 1 19 20 21 22 23 24d5o 20 21 22 23 24d5o 267c28o29o3Oo31o32o 267c28o29o3Oo31o32o 33 o 3319 4-0 —� 4-0-0 IT fff?1 Cie ` f �� Trpq�tpq�18 N f T N are to be verified by the component manufacturer and/or building designer prior to fabrication. The Wilding designer must ascertain got the bads N I TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT TR>Swdltemstese 20 uriless shQA'rib „18"('18 "K��hif� a stud es to20v�dlbv sUulual tat its t es se es are B ass e. es a le). 2/15/2006 Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mi tchel l 's Bui 1 di ng Suppl y This design Is for an Individual Wilding component not lois system Blass been based on specifications provided by the component manufacturer W0: Dri ve_T_0600206_L00005-700001 ® and done In accordance with the anent versions of TR and AFPA design standards. No responsibility is assumed for dimensional acomacy. Dimensions Dsgn r : BW #LC = 16 WT: 158# are to be verified by the component manufacturer and/or building designer prior to fabrication. The Wilding designer must ascertain got the bads Live 16.00 psf Li veDu r L=1.25 P=1.25 ut'llmd on sumeets design meet or exceed the loading imposed by the local Wilding code and the particular application. The design assumes that the top chordTC HOMEI nIOOD Is laterally braced by the roof or floor sheati ft and the bottom chord Is laterally braced by a rigid sheathing matertei directly attached, unless otherwise TC Snow 0.00 psf SnowDu r -L=1.15 P=1.15 noted. Bracing show'' Is for Iaterel support of components members only b uce redbuWng length. This component snag not W placed In any TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens g��1 Awa TRUSS enwironment that will cause the moisture content of the wood to exmeed 19% and/or rause connector plate corrosion. Fabricate, handle, bate0 BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and brace this lora in accordance "con the following standards' Joint and Cutting Detail Reports avadeble as output Prem TmoNal soflwere, ANB!rtw1%VAr-A1'-w°odTrussCo'commAme"casandamDesignRespwbilmes,13U!!�INGCOMPO6ErrvF TSAFETYIrT-ow ATICt?- BC Dead 7.00 psf O.C.Spacing 2- 0- 0 (8081 1-03) and SM SUMMARY SHEETS by WrCA and TR. The Toss Rate Institute (TPI) is located at 563 DrOnofr!o Drive, Madison, TRUSPLUS 6.0 VER: T6.5.0 WisconsinS3719. The American Forest and Paper Association (AFPA) Is located atI11118thStreet, INK Ste BOO. VV hington.DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 PERMIT NO. I 2144-84B,P,E,M I PERMIT EXPIRES AQ v J`— OWNER BRUCE & MARTHA BERGSTROM CONTR. Sid Gordon, Chico ASSESSOR PARCEL 42-01-63 A LOCATION Behind 3600 -Bay Ave, Chico ', j OFFICE COPY I+ Address may. GAS 4 `t, Meter By Date sY. ELECTRIC =Xl Meter By_Date G� OFFICE COPY f/ ' Address f 4 GAS Meter By Date ELECTRIC Meter By Y> - Date �r r' Temp. Power Pole v, Called PG&E Temp. Elec. Service ` Called PG&E f Temp. Gas Service Called PG&E t JOB FINALED (D Signature J = OK` " -0 = Not OK - = Not Applicable = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK.except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 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 Aw6.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; ColvQins-Connections-Splice-Decal-Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 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 H'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. Elec.; Receptacles and Lighting; Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 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 -Enclosures -Panel boards -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 J = OK - 0 � Not OKO - = Not Applicable �= Not Realty RESIDENTIAL (Single and Duplex) r Date UN FLOOR Plans OK except #'s Date FRAMING (Continued) / zoning requirements -Setback X59sements U 48� Property Line Firewall & Openings Mi tg., Main; Soils -Steel -E - / /" Ftg. Depth Q$ --Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3 ., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth &J—Plywood on Roof Overhang -Attic Vents -Rafter Outriggers emwalls, Main; Steel-Blockouts-Wrapped-S 52. iding-Nailing-Veneer qftj . Stemwalls, Garage; Steel-Blockouts-Wrapped-S ( . Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access rers- el • 54. Glazing Area -Glass Protection -Skylights -Plastic W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test ,L5_Shear Walls; Nailin-Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test-Anchors-Regulator-Seryice Test 11. Electric; Underground 121 Plenums & Ducts; Clearance -Material -Support -Ins. k12 Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date l Card -BI Dateliagi . Card -BI Date Card -B1, 1 Date Card -BI Date Card -BI Date Card - l Date a Card -BI Date Date FIN (Plans) OK except q's C d-B,I Da %,[ - Card -BI Date L--. Date PLUMBING (Permit) OK except p's fzRt. Steps -Door & Sidelight Protection -Landings . Smoke Detector . r-,, •; 1 ." Water Ht.; Vent -Access -Combustion Air Furnace; Vents -Clearance -Comb. Air -Connector - _Ip Garage; Above Floor-Ducts-Mech. Protection 5 ter Pipe; Test & Anchors -Nail Protection 6---".V.; Test-Fttngs & Anchors -Nail Protection JFK7BtdEoom Exiting �jlSf ower Pan; Test, First Floor -Tub Access G.F.I. &Bath Fixtures &Tub Access -48--Test Tub & Shower, 2nd Floor -Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels as Pipe; Size & Anchors 42 -r -Stairs & Rails Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Dat �",/" Card -BI Date Card -BI Date Card -BI Date Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Alec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Perrnit OK except q's garage Fire Door; Swing -Landing -Closer 6&,.�' •C. Duct in Gara a -Dam erf .-Fixture & Transformer Clearance -Ins. Protection . Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- Garage; Above Floor-Mech. Protection 2�—Elec. Receptacles Spacing -Lights & Switches at Doors rS'Ize Boxes & No. of Conductors -Stapled PI b., Elec. & Mech. Equip. Listed for Location omex Installed Close to Edge of Studs & C.J. k4-.'-Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 7A. -Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water belo• InsulationFoam-Looked in Attic E] Yes Guard Rails &Deck Construction -Post Caps Z25-12 -Appliance Circuits in Kitchen &Conductor Size 2$._Snbfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI -i4- Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 2Z:-R6ge Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes El No 22 -Riser Conductors &Ground -Main Disconnect 75. Following instld.: DriYes Walks ❑Yes o; Plant Yes o Oteco; own-Fi sh AvK.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. L9.. -Equip. Clearances; Panels-Motors-Mech. Equip. 30 --Clothes Closet Light -Shower Light IQ Water Well; Disconnect, Electrical, Plumbing _,Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date I vCard-BI Date entilation throughout House Card B -I Date Card -BI Date lass Protection Date MECNICAL (Permit) OK except N's erections from Previous Inspections Gas Test -Meters Tagged; Gas -Electric A.C. Ducts; Insulation & Support Wale & Sewer Connected -C/O to Grade -HD Approval -37-Vent Fan; Exhaust above Insulationnergy 'Condensate Drain & Overflow; Size & Grade Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent-ll&� tlet -55 Access & Platform if Furnace in Attic Card -BI ate and -BI Date Card -BI Card -BI Date Card -BI 9 ` Dat • / ` Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date F AMING Plans OK except p's ills; Proper Material & Anchors alls; Studs -Nailing, Spacing & Bracing -Plates -Sound iW Bearing Walls over Girders & Floor Nailing �9 Draft Stop in Walls (rat proof) ry0!Fire Stops; Furred Ceilings -Stairs -Chases -Tub (4-4., Header & Beam -Size & Bearing Q!alHangers-Post Caps -Anchors -Connectors (A2!CJng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng_.-Rfn_g_._ ♦ . Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins, Baffles 4d/Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) Owner:, Permit No.'52�f `7 ION ENERGY C ERT -IF ICAT ION DESCRIPTION OF INSULATION A. P. No. ROOF Material Brand Name Thickness(inches) Thermal Resistance (R Value) EXTERIOR WAL Material Brand Name eLIJQC'ovs- alrose'0243 Thickneis(inch s) 46, ' Thermal Resistance(R Value) - ,P CEILING dal' is .Batt or Blanket Type; Bern ms's Brand Name jQGcJGn S - 6'-0 /-n 1 r�c7 Thickness(inches)_ Thermal Rejistance(R Value Loose Fill T e � Brand Name grlAL t e LOAD Minimum Thickness(Inches) � _ Number of Bags„ qz Wt. per bag ��_lb. Area covered(ft.2)�_ Thermal Resistance(R Value) a, -16 FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in c nformance with the State of CaliforAa Energy Requirements. rke,/ a nsalati, co I/z6;z-5r#,0 FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATTJRE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. Marfho rom FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF GENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 .yt� V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND' -,PERMIT ' PERMIT NO ASSESSOR PARCEL NUUMBE,f2 ZONIN r BUILDING PERMIT 7 ow R EPHONE 1- SQ. FT. OCC. BUILDING VA -"ATI N 517 IqD OWNER'S MAILING DDR 14 L. SS t CONTRAyGTOR• N AM ECI TELEPHONE CONTRACTOR'S MAILIN ADDRESS � eTJ Fireplace t' 'r �� CONSTRU ION LENDER 1 FJ'_ UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS ( Permit Fee $ (� ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Penalty $ S •Q C) ARCHITECT OR ENGINEER'S MAILING ADDRESS fee $ ING ADDRESS LNG t; PLUMBING PERMIT Filing Fee 10.00 Each Trap lif 2.00 Solar Water Heater 20.00 IJA Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP 1,<q,6 6 Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 �� USE OF STRUCTURE SF fU/ Duplex❑ Mobilehome❑ Other SPECIFY Building g sewer 5.00 ^ Mobile Home S I G I W 10.00e TYPE OF WORK New Add ition❑ Remodel❑ Utilities[] Installation❑ Other❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 500V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DW L G UP.& OR ADDNS. AC t 2�sdsq i—A CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Bus ness and 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 CONSTR MULTI -OUTLET NON.RESID BRANCH CIRCUITS) 2,50 ea NEW CONSTR POWER APPARATUS &) NON-RESID. SINGLE OUTLET CIR. Ex. Occu OR FIXTURES P�o 2S0Q30 9A0L@® FIXED APPLNS. OR D A Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ , 31 Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating G, ID10 Cooling , Hood 3.00 r Ventilation permit Fee $ r Ov 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte againstRP. all liabilities, judgments, costs, and expenses which may in any way accrue against said County in onsequence of the granting of this permit. /7—(-84 l X Date Signature of Applicant — AwnerEV 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 PERWI FEE $ cRouP KK 3N T E OF ONST. PARCE PD HD Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE99R OF PUBLIC Y PEWT EXPIRES Date'�� the applicable provi- resolutions to do fees have been paid. WORKS Date yyyy �� U� � Receipt No. � 5�A f -1:17B WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY-OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION '7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET / c Permit No. °/!/ OWNER V Q ff_ r �tr A. P. No. �© �— C73 Proposed Building Use 1N 1 f f V Permit Fee Based Upon: Complete Contract Price �'� DPW Valuation h_( (� Other (E•x.p.l;aiu�) Building Inspector \� iry Date -7—( N- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or Issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate. . . . . . . . . . . 3. Complete plans in duplicate/triplicate. . . . 4. Complete engineered plans and calcs. . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non-Heated and AC Buildings. 8. Fees of $ . . , . . , . . 9. Letter of signature authorization. 10. Sanitation approval from Health Dept. ,3 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . 13. Contractor's License Information (no., name style, classif,) 14. Owner-Builder Verification (Given to owner[], Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . 7 . Pre-Inspection for Re Lbired,.Puildingen request to (Date) V qBuilding Inspector ther- U. When you-issue the perr7mit, proces/sas follows: Mail to owner. Mail to contractor. Telephone/�� x'-36 t� and hold for pickup at/)�T%_office. Deliver w/inspector. Other,�— Applicant /L(Gi:,r,z.iiG.Sl�um Date i Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked abov •me of apply n, circle item.) 1. Index permit for above Items No. $� 2. Additional items required: (Contractor, esi r, 0 n r) was ad'sed of above required a Telephone Mail Other By Datte 4 Plans checked by Date �` 3'1V Plans approved by Date Other: 6010" Copy—DPW TO: Building Department FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance /�r�cGe mora �a ' �•a�,i� yZ— -63 Owner —Location f�, ^ AP# Plan approved for: sewage disposal c� water supply Hold final for: Final clearance O.K. for: Clearance fort_bedroom ileOther Note*** water supply water supply Sanitarian Date Return to DPW AGRICULTURAL STATEMENT Of ACKNOWLEDGEMENT A. FOR RESIDENTIAL DEVELOPMENT OFFICIAL AEC©I~,Ds• SU"TE COUNTY- GAL.!. Sectiom 26-8.1 of the Butte County Code requires this acknowledgement _ECOSDS REOUESTE;: si be recorded prior to issuance of a building permit. An 10 12 22 PH 10,811 The property described herein is adjacent to land or included"�Lr R within an area zoned for agricultural purposes, and residents of this 4� 11K-RF:C.UitlltrZ property may be subject to inconveniences or discomfort arising from 4 -2871 FEE 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 zones which have'as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to.accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ti Parcel 2, as shown on that certain parcel map of a portion of Lots 1 and 4 of the First Subdivision of the Bay Tract, which parcel map was.filed in the office of the Recorder of the County of Butte State of California,; on,September 29, 1976 in Book .5.9 of Maps, at page 66. NOT COMPARED WITH ORIGINAL DOCUMENT Date: August 6 1984 PROPERTY OWNERS: Martha J. BergstrOm-Bruce E. Berg?trom State of California ) On this the 6th day of August 1984 , before Ir ). �saunty o£- Butte SS -.s me, the undersigned Notary Public, personally' appeared - .� ) Martha J. Bergstrom and Bruce E. Bergstrom L/ Personally known to me. LCL Proved to me on the basis of satisfactory evidence. to be the person(s) whose hame(s)I are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my -hand and official seal. Notary Public Present A.P. No. OFFICIAL 6"L I WALTER D. SUMMERS �. .; S P NOTARY PUBLIC • CALIFORNIAN >,i PRINCIPAL OFFICE IN BUTTE COUNTY MY COMMISSION EXPIRES OCTOBER'- 1987 L/ Personally known to me. LCL Proved to me on the basis of satisfactory evidence. to be the person(s) whose hame(s)I are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my -hand and official seal. Notary Public Present A.P. No. RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY CORM � Owner 8MCL Climate Zone Permit No. 2/'��• �� Floor Area A030 Compliance path: Package ❑ A ❑ B ❑ C R&int System ❑ Budget 0 Other MIN R -VALUE DESCRIPTION REQ ' D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling 30 .!Po [� Wall 13,00 ❑ Slab Floor Perimeter ❑ Raised Floor (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. ❑ (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (� (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F).Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %Floor Area Single Double Triple [� Total Bldg /95.00 // - #4 (� North 64.o0 3.9Z ✓ CV East (o•oy 3 ,, South /01-00 West N-00 ,fr �— [� Skylights R.00 (B) Shading . Shading Coefficient Description East : �G South( ,./ West Skylights . QS C FAB S/ 4eZ SL/}S5 ❑ (C) South Overhang -! Length of projection o S ft. Description 01/lEg/�fAA1 ❑ (D) Moveable insulation: Area ftz Description (E) Thermal mass Type C,'rE SGAF3 = AArga �5 l Ft . 2 HC= g •�13 R=� MC= Z.Io Location '1C.1+��5(/ Type CyA)UZrF- SLft - Area Ft. Z HC= 8•!3 R=_u MC= 7.30 Location fJ 01M I000a S Type 15P-1CX - Area (P r_Ft. 2 HC= 7,49 R=_. LS MC=_Z._10 Location MA4 • ZM &+ WOOD tg6/eill/IV� S"TO(/E• ❑ Type - Area Ft.HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type. - Area Ft.Z HC= R= MC=. Location 7/83 ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. X1(5) HEATING VENTILATING AIR CONDITIONING SYSTEM (A). "Heating Central Gas Furnace (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump. (brand and model number) ACOP Btu/hr (heating capacity at 47°F) . ❑ Active Solar_ -.type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other (describe) (B) Cooling ,*1 Electric Air Conditioner .O (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. [[ (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting • air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC,.1976 Edition. 7/83 2 (6)DOMESTIC-WATER SYSTEM (-A) Gas Only (brand and model number) (tank size) ❑ Heat Pump w/ElectricBackup 2 (tank size) ❑ * Active Solar lus Gallons r ORK 1 Gallons (brand and model number) (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft :(backup heater type, brand and model number) (collector area) (collector orientation) Location of Solar Panels Otherx (collector tilt) (Describe) :(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be,insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. �(7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). �1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following.: Z, LES S Heating: Winter design temperature _°, elevation 1000 ', heating load 511154 BTU elevatio} factor /9V(j x heating load = maximum outlet capacity gas furnace S4i/1;T BTU /O�Z Cooling: Summer design temperature fW°, cooling load Z/572 -BTU *2 Submit T.I.P.S.E. chart or other approved system (form #56 tEo �d���}t�en �j4z,�pg U'�UIDE, solar panels. lJJ YY lILL��ffl�1UU Fav COOLING MAY BE INADEQUATE ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 SIGNATURE OF BUILDING DESIGNER OR APPLICANT 3 SITE PLAN .. ._ ............. .. .. _............................_. ti. .... ------ .................... __.. ...:..................... ._ . .. - ..._ .. ........ .. - . 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Phone No., Site Location�� Contact: Name L Phone��—�4� FOR OFFICE USE ONLY Zoning: General Pian Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: _ GEN PLAN: USES: ELEC. G' 7 cD 4' 3068 c� 4X 12 in X � N 25'-8 112" 40' 14'-3 112" 16' 6' 8' 4' 4' 2 TA 4 3 112 x 12 GLB 4' 4X 12 I G' x 8' SECTIONAL DOOR 4' 8'x 8' 5ECTIONA DOOR B - SEE DETAIL I BRACED WALL PANEL TO BE 8" O.C. 5/8" 4'X9' LP SMART BOARD W/ I Od@:G: 12 FLOOR PLAN SCALE: 3/1 G"= P-0" 112" x 10" ANCHOR BOLTS G' O.C. ' 4" THICK SLAB W/ 2"X2"X3/ 1 G" SQ. WASHERS, 12" ' 12" X 12" FOOTING FROM ENDS AND JOINTS OR USE ' G X G X 10 X 10 REME51-1 51MP50N MAS FOUNDATION ANCHORS @5'0- 112" 5'0.1/2" REBAR 2 RUNS 4' SEE DETAIL I in A Ox x0 B 4' 4X 12 4' AA 4' 4' 6' 1 G' X co N t9 c0 A �— Ox 4' m� 4X12 4' A 503 4' 3' 5' 2' 3068 11 4X12 6 5036 41 A 3' 5' 4' 2' 51- - '-- 2 G' 14' :i �l 9 O Jerry Mitchell Mitchell's Building Materials Warehouse P.O. Box 1038 Gridley, CA 95948 Owner: Ted Raleigh Address: 208 Carmack Drive Chico, CA Drawn by: Keen Drafting Service Date: 2 -14 -OG Page .g OVERLAP T.P. @ CORNERS 2X4 TRIMMER TYP — 2X4 P.T. SILL PLATE W/ 2" 5Q. X 3/1 G" 5TL. PLT. WASHERS @ G' O.C. 12" FROM JOINTS AND ENDS /—TRUSSES@24" O.C. 12 4 30 YEAR DIMEN51ONA 15# FELT O/ 7/1 G" 051 2X BLOCKII DBL. T. P. 6 2X4@ I G" O.C. 11 ILI LL'L 4X 12 4X 12 51DING NAILING: 8d HD GALV. 4" CORNERS, G" JOINTS, 12 FIELD 5HEARWALL NAILING: I Oct HD GALV. G: 12 O5f-CTION FRAMING SCALE: 114"= I -0 2X4. @ I G" O.C. 2X4 P.T. 51LL 112"0 X 10" FDT BOLT @ G' O.C. W/2"X2"X3/ 1 G" 5TL. PLT. WASHER a — _ -1 I I-1 I I Q FILL #4 REBAR N Fc=2500 p51 2" M I FOUNDATION DETAIL SCALE: I"= 1'-0" L SHINGLES O/ 3 G FIN. GRADE CONCRETE FOUNDATION Jerry Mitchell Mitchell's Building Materials Warehouse P.O. Box 1038 Gridley, CA 55948 Owner: Ted Raleigh Address: 208 Carmack Drive Chico, CA Drawn by: Keen Drafting Service Date: 2 -14 -OG Page 4' DOUBLE TOP PLATE 7/1 G" SHEAR OSB PANEL ONE SIDE OF WALL FROM BOTTOM SILL PLATE TO ROOF SHEATHING NAILED Gd@ G: 12. 2X4 5TUD5 @ I G" O.C. 2X4 P.T. D. F. BOTTOM PLATE 12" X 12" FOOTING 112"0 FOUNDATION BOLTS 4 EACH 112" REBAR 2 RUNS B 4' BRACED WALL DETAIL 1/2" = 11-0" Jerry Mitchell Mitchell's Building Material5 Warehouse P.O. Box 1038 Gridley, CA 95948 Owner: Ted Raleigh Address: 208 Carmack Drive Chico, CA Drawn by: Keen Drafting Service Date: 2 -14 -OG Page 3 7/1 G" 055 5HEATHING NAILED W/8d@G:G: 12 WITH 15# FELT OVER FACTORY TRUSSES @ 24" O.C. Tol Aid !l !- OI 51MP50N H I CLIP OR EQ. TRU55 TO DBL. TOP PLATE. 2X4 OUTRIGGER5 @ 4' O.C. TYP Jerry Mitchell Mitchell's Building Materials Warehouse P.O. Box 1038. Gridley, CA 95948 Owner: Ted Raleigh Address: 208 Carmack Drive Chico, CA Drawn by: Keen Drafting 5erwce Date: 2 -14 -OG Page kA O D O p 7r n N Q C) S y° 3 F Cn S t9 O� (J1 W W (D r S N (D F— rn -n rn .r- rn O z 7) Fn f Fn< O z Ut 0) 9 rn 70 Fn r— rn < O z �- ioz_ C � N n _ C rn G> rn � D rn (O n N / OQ 0 O Fn -u z rn 7u rn O z Fn r- rn O Z: G I. - - - I I jer itchell Mitchell's Buil gMaterials Warehouse P.O. Box 1038 Gridley, CA 95948-1038 (530) 8456-4409,�) rI LO - ------ ------ PLANNING DIVISION - BUILDING PI.J Use: <-7-/ I& Date• Oth6r. Sig LAN? .ply ;'� - ata ® (. ��o - `� . old