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030-230-143
030-230-143 OS -3168 '"" l POWERS, ROBERT 2812 ORO DAM BLVD WEST, NOTES OROVILLE c ' Cont: OWNER CARPORT fr- RESIDENTIAL APN: Permit No. Owner. Site Address: Contractor. r Type of Permit: 1' I J SPECIAL CONDITIONS CHECKED BY Q SRA Q FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS Q VERIFY USE PERMrr CONDITIONS Q SUBSTANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID OENV HLTH CLEARANCE t l DATE JOS FINALED: "• 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.neAdds PERMIT NO. BP053168 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: 07/21/2006 APN: 030-230-143-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2812 W ORO DAM BLVD ORO Date: Contractor: Map Index: Description: METAL CARPORT (360) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a POWERS ROBERT C &NANCY L permit to construct, alter, improve, demolish, or repair any structure, prior Owner: to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 131 SANTA FE AVE 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 EL CERRITO, CA she is exempt therefrom and the basis for the alleged exemption. Any 94530-4153 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).): .0 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: POWERS ROBERT C &NANCY L such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 131 SANTA FE AVE year of completion, the owner -builder will have the burden of EL CERRITO, CA proving that he or she did not build or improve for the purpose of 94530-4153 sale.). (530) 534-6703 ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). . Contractor: ❑ I am Exempt under ArticleBusiness rofes 'ons Code q ZOb b Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section .3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 360 S.F. Policy #: JO I certify that in the performance of the work for which this permit is Valuation: $5,760.00 issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall tly with those provisions. fo77:0 N 1 e 23 � , Date: X323 Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued un er the applicable provisions of the Butte County Coda anrVor I hereby affirm that there is a construction lending agency for the Resolu io s to do work indi tel abo for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) tj �!) j\� BY Date:` [ V Name: 9-21-07 Address: PERMIT EXPIRES ON: 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. Cl 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 the duly authorized agent of er. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanc of offici form or docum t of But a nty. I hereby authorize rep entatives of He County to ent n the above mentioned property for inspection purp se . Print Name: 6 �,r 6 Signature:6k. WAA Date: Owner ❑ Contractor 0 Agent for Owner 0 Agent for Contractor OK Not OK MANUFACTURED HOMES MISCELLANEOUS DATE I Lj PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat 0 or LP❑ Inch Sz Ft tngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cirncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs 0 Foundation Q 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C K S`C O V E R S -CA R P O R T S `GARAGE S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils -Sz-Dpth-Spacing -CnnctrsStee I 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg . - Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills -Anchrs-Stu ds-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls ° °\s • °' �s DATE jPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Laing; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Gmdng; Eqp w15' Crcltng Eqp-Pool Ightg Bones-Enclsrs-pnlboards-Insults to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Endsr; Fencing Alarms 13 Bonding, Diving board or Slide S Pool Drawing f = OK Not OK RESIDENTIAL (Single & Duplex)' DATE JUNDERFLOOR F DATE JPLUMBING ring-Setbacks-Easements-Flood-Slope Main; Soils-Elec Grnd Lr - Ftg P g D th 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockotits-Wrapped 61 Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test i t Wtr Pipe; Test-Anchrs-RgltiService Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 14 Girders-Sills-Anchr Bolts J oists-Vnts -Cripples 15 Acc & Vntltn 16 Insulation DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fre Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass P rtctn -S kyLts -Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws s' DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clmc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or ❑AL AC Wire Sz qa ❑ CU or ❑ AL 48 Range Circ Gra ❑CU or ❑AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes F-1 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 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd flr - Tub•Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping o'o UAIt MECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic FINAL 66 Ext Steps -Door & Sidelt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Meth Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Pimb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters Q Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb Appinc-Frplc-Clmc to Opngs 90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprv) 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler 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.neAdds PERMIT NO. BPO53168 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: 07/21/2006 APN: 030-230-143-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2812 W ORO DAM BLVD ORO Date: Contractor. Map Index: Description: METAL CARPORT (360) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: POWERS ROBERT C & NANCY L permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 131 SANTA FE AVE 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 EL CERRITO, CA she is exempt therefrom and the basis for the alleged exemption. Any 94530-4153 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� I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: POWERS ROBERT C &NANCY L owner of properly who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 131 SANTA FE AVE sale. If however, the building or improvements are sold within one year of completion, the owner -builder .will have the burden of EL CERRITO, CA proving that he or she did not build or improve for the purpose of 94530-4153 sale.). (530) 534-6703 ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Slate License Law.). Contractor: ❑ 1 am Exempt under Article Business rotes 'ons Code Zoo � Owner:,-l�Qi 1 M e , ll r9.119�i%�/ Date,) WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 360 S.F. Policy #: J& I certify that in the performance of the work for which this permit is Valuation: $5,760.00 issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthh com ly with those provisions. nn ' Date: n _ 3 l Applicant: -41 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit Is hereby issued un er the applicable provisions of the Brrtte County Cody anrt/pr 1 hereby affirm that there is a construction lending agency for the Resolu to s to do work indi to abo for which fees have been paid. / performance of the work for which this permit is issued (Sec 3097 Civ.) - '1 6f Name: By: Dale? [ 1 p 2 -O Address: PERMIT EXPIRES ON: ( u Date O 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. O Attached are copies of the required E.P.A. notification forms. agree I hereby certify that I have read this application, that the above information is correct, and that I am the owner the duly authorized agent of w r. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanc of offici form or docum t of Bu a I hereby authorize rep entatives of He County to ant n the above mentioned property for inspection purp so Print Name: �i' �,� O Signature: P -T b Date: _0 Owner 0 Contractor 0 Agent for Owner 0 Agent for Contractor BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR rNSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 $P OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION BIN # Website: ww\v.buttecounty.netidds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last NameFi 6 �2,` CS mg O'U ,' \ Address 2p + - () X_ '�) -18 J 0 Vp� `YC `(' a 4 1 , � Slate CK Zip I Phone j 3 , I (o 03 `T Fax E-mail APPLICANT INF RMATION CONT ACTOR Name Gam-( , Address Zip City Fax State _[Zi ip Phone Book Fax E-mail Planner Lic. # Class APPLICANT INF RMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Book Fax E-mail Planner State License Number y APPLICANT INF RMATION Name Address City State Zip Phone Fax E-mail APPLICANT r �1N, • ' For office use only: Zoning Property Address MR 12.Oro Flood Zone Cross Street r\'C 1S SRA Yes No Occ. Type Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K•\F0RhAR\RI III niwrz Fr1RhAR\R1rinAnn1RiihRnmtc rine. Pace 1 of 2 PROJECT LOCATION AP# 03c) — 23 0 —' 111-3 Property Address MR 12.Oro City Cross Street r\'C 1S - - WORKER'S-COMPENSATION--- ORKER'SCOMPENSATION---Policy PolicyNumber Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: t Bldg SRA Receipt #: Sheriff 446, �` SMIP Date: Other �� v Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by'the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line"info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner POWERS, ROBERT APN No: 3-023-014 Application Date 11/30/2005 Permit No: BP 5-3168 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $384.93 RECEIPT DATE Tech/Asst � 230 6 , �. Plan Check portion of Permit Fee $153.97 _1-21.66 2 Yes Flood Elevation Review $109.98 FEMA RYes 0 3 SRA* Fire Plan Check - Non -Refundable $95.00 0 (State Responsibility Area) Building Inspection $109.98 0 NON-REFUNDABLE portion of fees due at application $153.97 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $153.97 440740 11/30/05 11/30/05 Karen � 4 SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) �'i$0 58.$ Tb6 -sq-0i 5 Additional Plan Check Fees (NON-REFUNDABLE) 6 Other*: �. 6a Other*: �. FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 7 IMPACT FEES - RESIDENTIAL* JPer Dwelling Per Dwelling Per Dwelling Applications After 2114105 ,, SFD MH County 4096.87 3071.14 3117.43 Chico Urban Area 5372.09 3995.45 4889.56 EI Medio Fire District 3128.31 2297.77 2326.36 r� I North Chico Specific Plan of SR -1, SR -3, SR-1/PD 7938.531 6757.081 7633.49 R-1 8031.53 6850.08 7726.49 °� R-2 7541.53 6360.08 7236.49 R-3 6780.53 5599.08 6475.49 RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 0 $100.00 WATER TENDER FEE (Not collected when impact Fees Applicable) Enter Bat.# $200,00 8 DRAINAGE FEES* 9 CHICO STORM DRAINAGE 770 Butte Creek $7,736 MASTER PLAN 771 Comanche Creek $8,069 772 Little Chico Creek $8,792 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value RECEIPT DATE Tech/Asst 773 Big Chico Creek $6,596 774 Lindo Channel $8,139 775 SUDAD Ditch $6,975 776 Mud -Sycamore Creek $6,070 777 PV Ditch $8,603 More than 1 acre, existing buildings - fees to be assessed by Public Works 9a Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA 1 $652 Maximum 10 Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling $130 At time of building permit 10a $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 11 SCHOOL DISTRICT FEES* Paradise High 093 11a RECREATION DISTRICT FEES* Durham VAA i At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: OL , z Date:Aon 20 13 Pursuant to Government code Section 020, you are hereby notified those Items followed by an ""' may have been imroject. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 1105 .,,..t-. eff'•;�%.i? ... ..�, r.rr-... �,�...��_1 Y,. ,.� ;''- .`n• ---ti +t,.Y'�'t�r�a�.��rv���F'. �'�` r'���.: �6k .'ay.S�� �'t�� •_�Y R-�. �;f.l� �`..r*�"v^,'.:�i�`� r�.T. • , 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: To W IJV ASSESSOR PARCEL NUMBER U 2--�O ' I' Proposed Building Use: \ %� -QA Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in orde'kb apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 1� ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. J !j5 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl i ❑ 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 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) :L 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers........................................................................................11.:. ❑ 16. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by II ❑ 17. Soils Report and/or Engineered Foundation required ...................................... .. ❑ 1�a 18. Erosion Control Plan Required.................................................................. r.... 9. Fees as shown on the attached Schedule of Fees Due Sheet .......................... II ❑ 20. City of Chico Plumbing permit....................................................................!1... ❑ 21. Site plan and business license approval from the City of Biggs .........................:I. ... �❑ // 22. California Department of Fosree:st plan approval ❑Paid. Sent by: 23. Planningapproval for A UWBParkin : C Parcel Check: .,...II •. , 0 ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ................15 '.i 26. NPDES Form......................................................................................... ll.. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ..................... I ❑ 28. Contractor's license information. (Number, Name Style, Classification)...............II ❑ .29. Worker's Compensation Carrier and Policy Number ........................................ 5 30. Owner -Builder Verification (,L Given to owner, _Mailed to owner)..................'.L. ❑ 31. Letter of Signature authorization................................................................. �. ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ..............................!!. ❑ 33. Existing violations and/or expired permits.....................................................!I.. ❑ 34. Deed Restriction......................................................................................II ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO...................!I ❑ 36. Other: al ❑ 37. Other: // i When issued Telephone -7�'J ���� and hold for pickup. I have been i med of the above ite II rlio� rgs�a�td�requirements for obtaining a building permit. Applicant: -1_ i �V , `� 64A9• h4-) Date: � SO 6 Q S 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required 11 Contractor, designer ne was advised of the above data by one, ❑ mail, ❑ counter, by Date: S/6 -66 Contractor, designe wne as advised of the above data by, phone, ❑ mail, ❑ counter, by Date: r1 -2I -GYe Contractor, designer, , was dvised of the above data by ❑ phone, ❑ mail, ❑ counter, by it Date: Plans reviewed by: Date: Plans approved by: ! Date:_ Structural reviewed by: Date: Structural approved by: - I Date: Note transfer by: Date: ;F - Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 i E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to BD/DS TO:. Building Division — Development Services FROM: Environmental Health SUBJECT: Saanitati n Clearance Owner Location AP# Plan Approved for: Sewage Disposal: Q Water Supply: Public Private Well Hold final for: Final clearance O.K. for: NOTE: Envirbnme�f+Walth Specialist Building Clearance 9/2005 Date N �30- 230-.13�. a r o aW:ers/ Sr�-e Loco, iom 28/2 QrOb.Ovn F -)W, W. cYe 1'ze, 5 s ��`,A � �1 . Co n-� a C9A Name i�o)t�e A\ P- CNJ O rs P e 5-30 - 53Lr- 003 03 - -- �enera� S C4 � � 0► S �oP�- _ �-01 Cir�ts, n.�, Pear_, � Tre,e.s / 1-00, Leack zX' free Zon e 1 Zoi -�rom, W4 �X15��1,,33 APPROVED Butte. county Wi�.,eac;� Flel.d / 1 ,l�►i n u _ .... - •- --- ...,..---• �--TS�.�.So-n,. _. �j_ ..,.. .. _ ... ....Errvi rtm�tai - _ YO - Oil f 1231 From -Yara l Home, o � %CoU�� , Z®05 I o X 12 11 o �7YcSv,,z 1�, 65 C�araje 1it Shed t1 Car.- nfH1�Fe 351 }o Cs oo. Y\ Y) me naraaa) Department . r- r, , , n j. Michael Crump, Director of Public of But -t Works LAND DEVELOPMENT DIVISION Storm Water Management Pro;rarn 7 Cwnty Center Drive Orovii1e, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase Il Construction Storm Water Permit and Storni Water P61lution Prevention Pian (SWPPP) Acknowledgement (LESS THAI�d ACRE Project Description: S� c lI G��.� Project Location andlor Parcel Number: By signing below; L the project ownerlowner's agent, certify that this project WII�L NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit Control Board. Phased projects that contain frcn the State of California Regional Water Quality ase multiple site build -outs of less than one acre but when combined b n dm Wateth r Permit fromnt ethe State s total more, ue than one acre of disturbed soil will require a Construction California Regional Water Quality Control.Board. ware at submitting false and/or inaccurate information or failure to apply for a Construction lam ath Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: f OWNER -BUILDER VERIFICATION, Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [,G'] NO [ ]. 2. I HAVE [>C] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following per"son (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME, ADDRESS PHONE TYPE OF WORK _ SIGNED: PROPERTY OWNER: DATE: A 3� b NOTE: This Owner -Builder verification is required by Section 19831 and 19832.of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING `GIS' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a . permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. P18kN REVIEW RESPONSE &RM In order to expedite the review of your plans, please complete the following information and return this form with your resubmittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. 'There must be a valid response to every item requested in our pian correction letter. `By others" is not Considered a valid response. please indicate your response to each item and the location where the information can be found on the pLudcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LEITER AND RETURN OWNERS NAME WITH REVISED AND ORIGINAL PLANS. DATE: R VG �Je� _c rA w zo a� A55t55URS PARCEL NUMBER 2,36 RESPONSE RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPOh OA ION PLANS CAL S �e0cav�erS ; In�vJ c,a S�cIk C, - of s& o CCM 101 rs: OG O� a 0. a rM ° Ga QS a r,n o e ro rye ,SSt;, , So Q. S .CK ITEM # ESPONSE BY: LOC ION ON PLANS/CALCS: `TS -&t �1io� ehaaS,--& PLAN CHECK ITEM # RESPONSE BY: LOCATION ON P S/CALCS: 3 �L 3 COMMENTS: � 33 � o ,r PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: ILOCATION ON PLANS/CALCS- :RMIT NUMBER O�; -316 OA ION PLANS CAL S �e0cav�erS ; In�vJ c,a S�cIk C, - of s& o CCM 101 rs: OG O� a 0. a rM ° Ga QS a r,n o e ro rye ,SSt;, , So Q. S .CK ITEM # ESPONSE BY: LOC ION ON PLANS/CALCS: `TS -&t �1io� ehaaS,--& PLAN CHECK ITEM # RESPONSE BY: LOCATION ON P S/CALCS: 3 �L 3 COMMENTS: � 33 � o ,r PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: ILOCATION ON PLANS/CALCS- • • r GRAND . ,.I April 21, 2006 OD FUNK MFG. INC. PO Box 7110 Sherwood, AR 72124 2812 Oro Dam Blvd. W. Oroville, CA 95965 Dear Mr. Powers, Thank you for your inquiry about Panther Creek Carports. Below I have answered point by point Mr: Philo Hunt's questions concerning your Big Husky model: 1) Bala Sockalingam is a Registered Engineer for the state of Oklahoma; he prepared the original report. Eugene A. Bartkus is a Registered Professional Engineer for several states, including California. His wet stamp on the Table of Contents of the "STRUCTURAL ANALYSIS OF COMPONENTS OF OD FUNK MANUFACTURING, INC.'5...." indicates that he has checked the calculations of Bala Sockalingam and is in agreement with his figures. 2) PANTHER CREEK is a registered trade mark for all carports manufactured by OD Funk Manufacturing Inc. We have provided you with a brochure, sent in a separate mailing, to show to the building department. 3) The Hilti KBII expansion anchors are for placement of our carports on existing concrete slabs, not your application. Refer to pages 3 and 33 for anchor connections to 16 inch cubes of concrete. Our engineering report (page 1) shows you will be set for winds of 90 mph or less. I hope this will be sufficient information for you to get your permit. Let me know if I can be of any further assistance. Yours truly, Jessie Hayes WIL) THS i .-.FIGHT KITS ; LENGTH KITS So& Top Canopy 11 ' 11dth x 20'Long 0 With No -Blow Away Anchoring System Sportsport 10' Width x 20' Long Aarance Y One person-approx: 45 min. assembly Singfewide 12' LV1dthx 20'Length --- - -- 8'Peak ht. 6'Side walls Perfect for passenger cars pickups, vans, and boats. • . �+cvxA Motorpolt 12' lde x 20' Length 7'Side walls Round tube units can be elevated by using one or two foot Leg Extensions. Standard I" Leg 2" Leg Height Extensions Extensions 6' -Sides 7' S/o s' -S/O, I Round -tube units Square tube units can be elevated using one, three or five foot Leg Extensions. Standard 1" Leg 3"_Leg 5" Leg Height Extensions Extensions Extensions p S/W 12'-S/W r7' -Sides B'-S� aquare-woe units Sportsport , 10' wide x 20' long) shown FRI. ® �) CO__�__:�ap.— 55" Length Kits are available for all units. Singlewide, Doublewide and Triplewide Carports have a 20' long roof out of the box. But, they can be made longer in 55" increments by adding the PCP -Length Kits. They can be installed during the original installation, or, retrofitted at a later date. SIDE KITS For added protection Side Kits are available for either or both sides for any Panther Creek carport. They are easy to install during the initial installation or retrofitted at a later date. Place your order today, they can be shipped to the store or your home. Protectyour assets with /'anther Creek Carports Side Kits are avail- able for all Panther Creek Carports For added protection Side Kits are available for either or both sides for any Panther Creek carport. They are easy to install during the initial installation or retrofitted at a later date. Place your order today, they can be shipped to the store or your home. Protectyour assets with /'anther Creek Carports Using erector set technology Slip the Mainframe together and align screw holes Begin applying roof, one panel at a time All holes pre -punched, no cutting, bending or drilling. Fasteners and temporary earth anchors included 11 1 With good instructions anyone can do it! { T lI� w`U X ry • ARK PWAtY%I/ BRAND. PRODUCT BROCHURE Widths—Lengths—Heights —Sides I ejj 4 OD FUNK MFG INC. PO Box 7110 SHERWOOD AR 72124 Phone: 501-835-7222 Fax: 501-835-7852 www.panthercreek.com 4/15/2005 December 15, 2005 Robert Powers 2812 Oro Dam Blvd. Oroville, CA 95966 Department of Development Services Assessor Parcel Number: 030-230-143 Building Permit Number: 05-3168 Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing cued returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: 1. Provide plans and calculations wet stamped and signed by the engineer of record. The plans submitted are not stamped and the structural calculations indicate that they were prepared by Bala Sockalingam, but they are stamped by Eugene Bartkus. 2. Provide structural calculations for the carport to be installed. The structural calculations were prepared for OD Funk Manufacturing Inc. but the plans are for Panther Creek Brand. Please revise to match. 3. Provide plans showing all requirements specified in the structural calculations. The calculations specify Hilti KBII expansion anchors and anchor stakes in 16" square footings. The plans show 10" galvanized anchors and a 10" deep footing. Please revise plans aid calculations to match. If 10" anchors in a 10" deep footing are to be used provide supporting calculations and specify the anchor diameter, embedment depth and concrete cover required. If you wish to discuss any of these requirements, please call (530) 538-7541. Refer to the Data Sheet for remaining non -plan check items. (You should have received this form when you applied for the permit) The counter staff will answer any questions concerning the Data Sheet. Philo Hunt, P.E. Plan Check Engineer 1 of 1 11 Ncr�f�• P N 030- 2,3(:3—.)q3 r - _ -o� y - - - - - _Q SAM(- Na_rne __Rdd_.ess_ Phone_.._.__. R der_ _ . Qrc . oWers/281.2. froam._R1d W./3o 534 -703 �.9;+e Loc4o11, 2812 Oroa►rn tW W. SlZc 5 Cres 7or1h9 ;ARS �t"�a Co�nac"v Name �obe,� �5so _ S3�_ 6703 L° - ►ny �!Oou IMS0N - BUILDING R'LAN A PDROVAL Use: � Date: OG Landscaping: �n OS-31�8 . BUTTE COUNTY BUILDING DIVISION APPROVED Rl-� ltlin�e� aV s r�e��61Uh?(x4t D(exits �2) G1enera� l� Slope,°� o -f \ -lilt x 21� 6r� °rd — "' '-� too Leack zo' free Zan e / x r orn' el Ex s�lSe��-to \AAM\ ,each KMA / Z_ 7'_ IZ3 i 1'rS1 / 30119 r /o'X I?" /toI 65 Caarele 11� Shed ` 35� po t 18'' 3St 35� z°' �o�ds vf\ Ck rks, Ka 1 le, Pear.) Trees 660' �1JfLDING DEPT. COPY , ' STRUC'T'URAL ANALYSIS OF COMPONENTS -- OF OD FUNK MANUFACTURING, INC.'S 18' x 20'x 7', FIVE FRAME CARPORT WITH STIFFENED CORNERS i, Prepared for: OD Funk Manufacturing, Inc. P.O. Box 9045 . North Little Rock, AR 72119 Telephone: (800) 643-8728 Fax: (501) 835-3033 Prepared by: Bala Sockalingam, Ph.D., P.E. ENCONO Consultants, Inc. 6711 South Yale Avenue, Suite 200 Tulsa, OK 74136 j Telephone: (918) 492-5992 ' Fax: (918) 492-2487 l� BUTTE COUNTY Project # C1230-4 BUILDING DIVISION November .5, 2003 ��ROVED ` r -y DEPT. 00 �y ILIN SECTION I SECTION 11 TABLE OF CONTENTS 1.1 Summer 2.1 Load Cdcuxlatiow 2.2 Panel Andysis 2.3 Frame _3Ana 2.4 Base Raid Analysis 2.5 Conner -flows .�E A. t3q� EUGENE A BARTKUS No. 135642 o?ROFES,SIp A. el. Flo. y ; 14123 CML 9�OF CALW��a T".3.'3'�• �"�0 REG •'� �' NAL�� 25126 673 .cam `��ONAL •E�® .AAAAAA. EUGENE A BARTKUS No. 135642 o?ROFES,SIp A. el. Flo. y ; 14123 CML 9�OF CALW��a T".3.'3'�• �"�0 REG 25126 N G .cam `��ONAL •E�® Page Number 1-3 4 5-7 8-15 16-21 22-27 s�onal H [U01 AlGIMMIAS u=1 L •Pr',o • 04 Z s/j\al Engiq�ei L�NE A. .. N369 4N:1 Q VN 1 1.1 SUMMARY A detailed structural analysis was conducted on the components used in O. D. Funk Manufacturing Inc.'sT8' x 20'x 7' Carport (18' wide, 20' long with 7' high sidewall). Each carport consists of five frames. The analysis included theoretical analysis of the components to carry dead, roof live, snow and wind loads. The overall dimension of the Carport measures 18 feet by 20 feet with maximum height being 9' 10- 11/16". The schematic diagram is. shown on Page 3. The system consists of the following components: 1. Roof Panels: Panels are attached to arch members with self drilling screws. The panels run parallel to the length of the shelter. The 29 ga. R panel to be used for wind speeds of 90 mph or 8 less and 26 ga. R panel to be used for -wind speeds of 110 mph or less. 2. Frames: Consists of rafters and vertical posts made from Y4-ga.;-50 ksi, 2.5" square steel tubes and comer sections made from 12-ga., 50 ksi, 2.5"square steel tubes. The posts and rafters are connected to the corner sections with (2) self -drilling screws. The connecting j oints are obtained by swaging the end of one pipe and flaring the end of the matching pipe. At each connection, there is a 5" lap. Each system consists of five frames, which are spaced at 4' 7" apart. Each frame will carry a roof live load (excluding the dead load) of 14 psf or ground snow load of 20 psf and wind load corresponding to 110 mph wind speed. 3. 14 ga., 2.25" square, vertical swivel stubs are welded to the 14 ga. channel sections. The vertical swivel stubs with channels are fastened to a 14 ga., 50 ksi, 2.5" square, horizontal steel base rail with (4) self -drilling screws. Vertical posts are slid over the swivel stubs and connected with (2) I self -drilling screws. Each system consists of two base rails. Each base rail is anchored to the 2 i ground with (4) 1/2" diameter rod or expansion anchor bolts located between the vertical posts. 4. Anchor Stakes: 1/2'.' diameter steel rods, which are 21 inches long. The anchor stakes shall be embedded in the 16." cube concrete footing before curing. l -- s 5. Expansion Anchor Bolts (optional): This can be used in lieu of the anchor stakes. The 3/8" diameter anchor bolts shall be embedded at least 2-1/2" deep in the 16" cube concrete footing. (Hilti or Equivalent) 6.. Fasteners: #12-14 self. -drilling screws. ,I The wind and snow loads were calculated in accordance with the requirements of .International Building Code (IBC), 2000 Edition. The arch and post were analyzed as a rigid frame with the bases pinned. The panels were analyzed as cladding components for a twol span condition. The allowable loads on panels were determined from load span tables. A detailed analysis of the panels, frames, E base supports and connections is shown in Section H. I i 3 !J Q 18, it 240 • II F i d SOES7 ?A-GC- A-GC5/8' I i 5/8'Dia. Anchor Ho".e (4 places) 2,E00 Square 284 55� PP i ®ESC. 2.5 SQ CARPORT, 18 W. 4 2.1 LOAD CALCULATIONS All the components- panels, frame (rafters and posts), base support, anchors and connections, were analyzed to carry the following loads: . d 1. Dead Load: 0.8 psf (Weight of roof panels) 2. Maximum Roof Live Load: 14 psf 3. Snow Load: (ASCE 7-98) Pf = 0.7C,CtIpg Ce y = 1.1 (Table 7-2) Sheltered Ct = 1.2 (Table 7-3) Unheated Structure ..—..--- Pg = 20 psf (Ground Snow Load) I Pf = 14.78 psf For 20 psf ground snow load 4. Wind Load: The wind load for the panels and frames are calculated in accordance with the requirements of International Building Code (IBC), 2000 Edition and ASCE 7-98. I = Importance Factor = 1.0 (Table 6-1) 'Kh = Velocity Pressure Exposure Coefficient 0.85 (Table 6-5) Height <15 ft, Exposure C . KZt = Topographic Factor = 1.0 Kd = Wind Directionality Factor = 0.85 qZ = Velocity Pressure 0.00256KhK-,KdV'I for 90 mph wind speed 15.0 psf for 110 mph wind speed 22.4 psf f 5 2.2 PANEL ANALYSIS Roof Panels: The steel panels attached to arch members with self -drilling screws. The panels run ! � parallel to the length of the shelter. The uplift roof coefficient for a tributary area of 15 ft2 was 1.98 (ASCE 7-98 Fig 6-513). The panels span over two equal spans of 4' 17" feet. The following are the allowable uplift loads for each panel gauge. Wind Speed (mph) Maximum Uplift Panel Thickness Allowable Load Load (ga) (psf) s 90 29:7 29 32.1 110 44.3 26 J 48.8 SECTION PROPERTIES: 36" WIDE, VICWEST STEEL R PANEL Gauge Thickness in. Weight psf Field Stress ksi Top in Compression (Positive Bending) Bottom in Compression (Negative Bending) I. S., NL S, Me - in /ft 1 in.kips/ft SECTION PROPERTIES: 36" WIDE, VICWEST STEEL R PANEL Gauge Thickness in. Weight psf Field Stress ksi Top in Compression (Positive Bending) Bottom in Compression (Negative Bending) I. S., NL S, Me - in /ft in /ft in.kips/ft in /ft in /ft in.kips/ft 29 0.015 0.715 .80.0 0.029 0.028 1.011 0.034 0.041 1.481 26 0.019 0.906 80.0 0.042 0.043 1.534 0.046 0.053 1.906 24 0.024 1.144 50.0 0.060 0.062 1 1.848 0.060 1 0.068 2.049 1. 1 " NDtes on Section`Properties and Load Table:-' i * Section properties and allowables are calculated in accordance with 1996 AISI Specifications. * I +/- is for deflection determination. is for bending determination. * Me: is allowable bending moment. * esel es azaze f one anel strenanel Frames uriins f— ever and -1-- 1 p .. - *-Th gads o p - gfh— -- ,—p ast - s -- al supports mustbe------- - — - --- --- designed to resist all loads imposed on the panel, 1 * Allowable loads for deflection are based on deflection limitation of span/180. !, r * For roof panels, self weight of the panel has to be deducted from the allowable inward load 1 to arrive at the actual 'live load' carrying capacity of the panel. * Minimum bearing length must be checked. * Minimum deliverable bare steel thickness should not be less than 0.95 of design thickness. 1= .5\b-encon\Pane1 Load.x-ls\R-panel f 1 1 1 1 1 THEORETICAL ALLOWABLE LIVE AND WIND LOADS ' Notes: * Theoretical allowable loads are based on uniform span lengths. ` * LL (S) is allowable live load based on stress limitation ' * LL (D) is allowable live load based on deflection limitation of L/180 * WL is allowable wind load. 1 5\b-encon\Pa.ne1 Load.xls\R-panel 1 r1 36" WIDE, VICWEST STEEL R -PANEL SPAN (ft SINGLE SPAN CONDITION 29 Gau e & 80 ksi 26 Gau e & 80 ksi 24 Gau e & 50 ksi LL (S) LL (D) WL LL (S) LL (D) WL LL (S) LL (D) WL (sf) (Sfl (Sfl (sfl (Sfl ( (sfl (sfl (Sfl 2.29 128.5 128.5 188.2 195.0 195.0 242.3 234.9 234.9 260.4 4.58 32.1 26.1 47.1 48.8 38.2 60.6 58.7 54.6 65.1 5 27.0 20.0 39.5 40.9 29.4 1 50.8 49.3 42.0 54.6 6 18.7 11.6 27.4 28.4 17.0 35.3 34.2 24.3 37.9 7 13.8 7.3 20.1 20.9 10.7 25.9 25.1 15.3 27.9 8 10.5 4.9 15.4 16.0 7.2 19.9 19.2 10.2 21.3 9 8.3 3.4 12.2 12.6 15.0 15.7 15.2 1 7.2 16.9 10 6.7 2.5 9.9 10:2 3.7 12.7 12.3 5.2 13.7 SPAN _.. (ft) - TWO SPAN CONDITION 29 Gau e & 80 ksi 26 Gauge & 80 ksi 24 Gau e & 50 ksi LL (S) LL (D) WL LL (S) LL (D) WL LL (S) LL (D) WL ( Sfl- -- --( sf)----- _ _( sf) (sfl.. (sf) ( Sfl (sf) ( Sfl ( Sfl 2.29 188.2 188.2 128.5 242.3 242.3 195.0 260.4 260.4 234.9 4.58 47.1 34.0 32.1 60.6 49.8 48.8 65.1 65.1 58.7 5 39.5 26.1 27.0 50.8 38.2 40.9 54.6 54.6 49.3 6 27.4 15.1 18.7 35.3 22.1 28.4 37.9 31.6 34.2 7 20.1 9.5 13.8 25.9 13.9 20.9 27.9 19.9 25.1 8 15.4 6.4 10.5 19.9 9.3 16.0 21.3 13.3 19.2 9 12.2 4.5 8.3 15.7 6.6 12.6 16.9 9.4 15.2 10 91.9 3.3 6.7 12.7 4.8 10.2 13.7 6.8 12.3 SPAN (ft) THREE OR MORE SPAN CONDITION 29 Gau e & 80 ksi 26 Gau e & 80 ksi 24 Gau e & 50 ksi LL (S) LL (D) WL (sf) ( Sfl (sfl LL (S) ( Sfl LL (D) WL (sf) ( Sfl LL (S) LL (D) ( Sfl ( Sfl WL (sfl 2.29 205.9 205.9 150.1 283.0 283.0 227.8 304.3 304.3 274.4 4.58 51.5 49.2 37.5 70.8 •70.8 57.0 76.1 76.1 68.6 5 43.2 37.8 31.5 59.4 55.4 1 47.8 63.8 63.8 57.6 6 30.0 21.9 21.9 41.2 32.1 33.2 44.3 44.3 -40.0 7 22.0 13.8 16.1 30.3 20.2 24..4 32.6 28.9 29.4 8 16.9 9.2 12.3 23.2 13.5 18.7 24.9 19.3 22.5 9 13.3 6.5 9.7 18.3 9.5 14.7 19.7 13.6 17.8 10 10.8 4.7 7.9 14.8 6.9 11:9. 16.0 9.9 14.4 ' Notes: * Theoretical allowable loads are based on uniform span lengths. ` * LL (S) is allowable live load based on stress limitation ' * LL (D) is allowable live load based on deflection limitation of L/180 * WL is allowable wind load. 1 5\b-encon\Pa.ne1 Load.xls\R-panel 1 r1 2.3 FRAME ANALYSIS I The frame consist of rafters and vertical posts made from 14 ga., 50 ksi, 2.5" square steel tubes and corner sections made from 12 ga., 50*ksi, 2.5" square steel tubes. The posts and rafters are connected . 'I to the corner sections with (2) self -drilling screws. The connecting joints are obtained by swaging the end of one pipe and flaring the end of the matching pipe. At each connection, there is a 5" lap. The rafter and post were analyzed as a rigid frame with the bases pinned. The arch and post connections were assumed to be rigid. The structural analysis of the frame was performed using a computer program. The pressure coefficients and design wind loads for the frame are shown in the Table 1. The frames were analyzed for frame spacing at 55 OC. The frames were analysis for the following load combinations: a. Dead + Roof Live (or Snow) Load b. Dead + Wind Load C. Dead + V2 (Snow + Wind Load) Each portion of the frame was analyzed for moments and axial loads in accordance with AISI Cold Formed Steel Specifications, 1996 Editions. The analysis showed that the properly erected frames spaced @ 55" OC (5 Frames) will carry a roof live load (excluding the dead load) of 14 psf or ground snow load of 20 psf, wind load corresponding to 110 mph wind speed calculated in accordance with IBC 2000 and ASCE 7-98. i I I . i4 III l ' • - Table 1. Pressure Coefficients and Design Wind Loads i Pressure Coefficients (C 0 Direction Load Case Surface Surface Surface Surface 1 2 3 4 Transverse Wind -1 0.53 -0.69 -0.48 -0.43 Longitudinal Wind -2 -0.45 -0.69 -0.37 -0.45 + Inward & - Outward i Design Wind Loads for Wind Speed of 110 mph 1 : Direction, Load Case Surface 1 Surface Surface 2 3 Surface 4 Transverse Wind -1 54.3 -70.7 -49.2 -44.1 Longitudinal Wind -3 -46.1 -70.7 -37.9 -46.1 + Inward Pressure & - Outward Pressure C18x'20x7x5F_2 6 I.C) X2 .�X1 USA AGENT I ATI R ENGINEERING SOFTWARE STRAP3314 WEST RANCE TERRACE ' CHICAGO, IL 60645-3831 PHONE: 847-677-1945 STRUCTURAL ANALYSIS PROGRAMS FAX: 847-677-3456 E-MAIL: strap@atir.com 1 ReRoof America, Inc. Phone: 918-492-6992 Strap 10.0.00 6711 South Yale Avenue - Suite 200, Tulsa, OK 74136-3327 NODAL COORDINATE TABLE (units - ft.) NODE X1 X2 X3 ' 1 0.000 0.000 0.000 2 0.000 5.790 0.000 3 0.000 7.040 0.000 4 .1.430 7.493 0.000 5 9.000 9.890 0.000 E 6 16.570 7.493 0.000 7 18.000 7.040 0.000 8 18.000 5.790 0.000 9 18.000 0.000 0.000 NODAL RESTRAINED DOF TABLE. ' 'NODE X1. X2 X3 X4 X5 X6 1 1 1 1 1 1 0 9 1 1 1 1 1 0 ' MATERIAL TABLE .(units - kips in.) NO. Name Modulus of Poisson Density Theimal Shear ' Elasticity ratio coefficient modulus 1 STEE' 0.2900E+05 0.300 0.2836E-03 0.00000650 0.1115E+05 1 '- PROPERTY NO. 1 I. A=0.7066E+00 ' Material = 1 - STEE h2=2:500 TS T2.5x14 ' PROPERTY NO. 2 A=0.9739E+00 ' Material = 1 - STEE h2=2.500 TS T2.5xl2 1 , SECTION PROPERTY TABLE (units - in.) 12=0.6809E+00 13=0.6809E+00 Perimeter -18.992 h3=2.500 e2=1.250 12=0.9136E+00 13=0.9136E+00 Perimeter -18.761 h3=2:500 e2=1.250 J=0.1093E+01 SF2=0.500 SF3=0.500 e3=1.250 J=0.1476E+01 SF2=0.500 SF3=0.500 e3=1.250 ReRoof America, Inc. Phone: 918-492-6992 6711 South Yale Avenue - Suite 200, Tulsa, OK 74136-3327 Strap 10.0.00 IZ C18x20x7x5F_2 18' wide Carport with St. Corner Page: 2 Prepared by., Bala Sockalin am f Date: 11/ 5/03 BEAM CONNECTIVITY TABLE ' Beam JA JB JC/ Release Length prop mat Beam x2 direction offs. ' No. Beta AJ mvmv no. no. cosines no. I� I- 1 1 2 0 5.790 1 1 -1.000 0.000 0.000 2 2 3 0 1:250 2 1 -1.000 0.000 0.000 3 3 4 0 1.500 2 1 -0.302 0.953 0.000 i. 4 4 5 0 7.940 1 1 -0.302 0.953 0.000 5 5 6 0 7.940 1 1 0.302 0.953 0.000 6 6 7 0, 1.500 2 1 0.302 0.953 0.000 7 .7 8 0 1.250 2 1 1.000 0.000 0.000 8 8 9 0 5.790 1 1 1.000 0.000 0.000 j TOTAL BEAMS WEIGHT OF PROPERTY NO, 1= 0.066 I ' TOTAL BEAMS WEIGHT OF PROPERTY NO. 2= 0.018 I TOTAL BEAMS WEIGHT = 0.084 ReRoof America, Inc. Phone: 918-492-6992 6711 South Yale Avenue -Suite 200, Tulsa, OK 74136-3327 Strap 10.0.00 C� C18x20x7x5F_2 18' wide Carport with St. Comer Page: 3 Prepared 4y: Bala Sockalin am Date: 11/ 5/03 Load no. 1: Dead Load (units - kips ft.) BEAM LOADS DIST GLFX2 -0.004 B 2 TO 7. SELF X2 -1.'B 1 TO 8 /END FORCE SUMMATION I FX1=0. 'FX2=-0.1698 FX3=0. ' Load no. 2: Snow Load (units - kips ft.) /BEAM LOADS /BEAM LOADS DIST GL FX2 -0.068 B 3 TO 6• /END 'FORCE SUMMATION I , FX1=0. FX2=-1.2839 FX3=0. I Load no. 3: Wind Load 1 (units - kips ft.) ' /BEAM LOADS DIST- FX2 -0.054 B 2 DIST FX2 0.071 B 3 4 DIST FX2 0.049 B 5 6 DIST FX2 0.044 B 7 / END 'FORCE SUMMATION - FX1=0.0598 L FX2=1.08 ' FX3=0. L_ 1 I l I ReRoof America, Inc. Phone: 918-492-6992 Strap 10.0.00 6711 South Yale Avenue - Suite 200, Tulsa, OK 74136-3327 \4 C18x20x7x5F_2 18' wide Carport with St. Corner a Page:.4 Prepared by.- Bala Sockalin am Date: 11/ 5/03 Load no. 4: Wind Load 2 (units - kips ft.) / BEAM LOADS . DIST FX2 0.046 B 2 DIST FX2 0.071 B 3 4 DIST FX2 0.038 B 5 6 /BEAM LOADS DIST FX2 0.046 B 7 / END STATIC FORGE SUMMATION FX 1=-0.0941 FX2=0.981 FX3=0. I . t l 1 • L_ 1 , I I 1 I ReRoof America, Inc. Phone: 918-492-6992 Strap 10.0.00 6711 South Yale Avenue - Suite 200, Tulsa, OK 74136-3327 15 Cl8x20x7x5F_2 F 18' wide. Carport with St. Corner Page: 5 Pre ared b . Bala Sockalin am Date: 11/ 5/03 STATIC DEFLECTIONS for combination 1 (Units: in) DL+SL Node X1 X2 X6 1 0.00000 0.00000 0.0218395 2 -0.87755 -0.00244 -0.0059614 3 -0.71683- -0.00282 -0.0158731 4 -0.60118 -0.36889 -0.0254630 5 -0.00002 -2.27200 0.0000002 6 0.60114 -0.36890 0.0254633 7 0.71679 -0.00282 0.0158736 8 0.87751 -0.00244 0.0059618 9 0.00000 0.00000 -0,0218390 MAX. -0.87755 -2.27200 0.0254633 NODE 2 5 6 ' BEAM RESULTS for combination 1 (Units: kip, kip'ft) DL+SL Bm. Node Axial '' V2 M3 1 1 0.727 -0.227 0.000 ' 2 -0.713 0.227 A ,317 2 2 0.713 -0.227 1.317 3 -0.704 0.227 -1.601 ' 3 3 0.429 0.602 1.601 4 -0.395 -0.495 -0.778 4 4 • 0.392 0.495 0.778 fr-0.90 • -0.012 -0.945 5 -0.220 0.069 0.913 5 5 0.220 0.069 -0.913 fr=0.10 0.012 -0.945 6 -0.392 • 0.495 -0.778 6 6 0.395 -0.495 0.778 '- 7. -0.429 0.602 -1.601 l 7 7 •0.704 0.227 1.601 8 -0.713 -0.227 -1.317 8 8 0.713 0.227 1.317 9 -0.727 -0.227 0.000 ' MAXIMUM 0.727 0.602 -1.601 1 Beam no. 1 3 2 L I ReRoof America, Inca Phone: 918-492-6992 Strap 10.0.00 6711 South Yale Avenue - Suite 200, Tulsa, OK 74136-3327 t 6 C18x20x7x5F_2 18' wide Carport with St. Corner Page: 6 Preaced b . Bala Sockalin am Date: 11/ 5/03 REACTIONS for combination 1 (Units: kip, kip`ft) DL+SL Node X1 X2 X6 1 0.227 0.727 0.000 9 -0.227 0.727 0.000 SUM 0.000 1.454 0.000 STATIC DEFLECTIONS for combination 2 (Units: in) DL+WL1 Node X1 X2 X6 1 0.00000 0.00000 -0.0196182 2 0.86453 0.00178 0.0020427 3--0.-7-7860 --0-.00207---0.0096698-4 0.70417 0.23767 0.0167358 5 0.33319 1.41350 -0.0008664 ' 6 -0.03517 0.24564 -0.0163691 7 -0.11226 0.00157 -0.0113204 ( 8 -0.24118 . 0.00135 -0.0061260 _ 9 0.00000 0.00000 0.0082250 0.86453 1.41350 -0.0196182 2 5 1 ReRoof-America, Inc. Phone: 918-492-6992 G Strap 10.0.00 6711 South Yale Avenue - Suite 200, Tulsa, OK 74136-3327 17 C18x20x7x5F_2 18' wide Carport with St. Comer Page: 7 .Prepared b Bala Sockalin am Date: 11/ 5/03 BEAM RESULTS for combination 2 (Units: kip, kip*ft) DL+WL1 Bm. Node Axial V2 M3 y 1 1 -0.519 0.177 0.000 2 0.533 -0.177 1.026 2 2 -0.533 0.177 -1.026 3 0.542 -0.110 1.205 3 3 -0.268 -0.483 -1.205 ;! 4 0.271 0.387 0.552 4 4 -0.274 -0.387 -0.552 fr-0.75 -0.001 0.604 " 5 0.284 -0.128 -0.478 i 5 5 -0.305 -0.061 0.478 fr4.20 0.008 0.520 6 0.296 -0.280 0.393 I 6 6 -0.293 0.280 -0.393 7 0.289 -0.343 0.861 7 7 -0.415 -0.172 -0.861 8 0.405 0.117 0.680 ' 8 8 -0.405 -0.117 -0.680 I 9 0.391 0.117 0.000 I� MAXIMUM 0.542 -0.483 -1.205 Beam no. 2 3 3 I ,f i I' I 1 I • 'I 1 F II i ,4 J ReRoof'America, Inc. Phone: 918-492-6992 Strap 10.0.00 6711 South Yale Avenue- Suite 200, Tulsa, OK 74136-3327 ig C18z20x7x5F_2 18' wide Carport with St. Corner Page: 8 .Prepared by: Bala Sockalingam. Date: 11/ 5/03 REACTIONS for combination 2 (Units: kip, kip`ft) DL+WL1 Node X1 X2 X6 1 -0.177 -0.519 0.000 9 0.117 -0.391 0.000 SUM -0.060 -0.910 0.000 STATIC DEFLECTIONS for combination 3 (Units: in) DL+WL2 Node X1 X2 X6 0.00000 -0.72397 =0"98983 -1.10318 -1.34732 -1.69434 -1.70449 -1.61105 0.00000 -1.70449 7 0.00000 0.0075443 0.00150 0.0162251 T.00174-0..0194014-- 0.36022 0.0215294 1.13539 -0.0079276 0.03424 -0.0055298 0.00150 0.0024186 0.00130 0.0096938 0.00000 0.0298712 1.13539 0.0298712 5 9 i� ;i J t 1Y1GX��mIA� t `JC~'SY(no i i f i ReRoof America, Inc. Phone: 918-492-6992 Strap 10.0.00 6711 South Yale Avenue - Suite 200, Tulsa, OK 74136-3327 I q Cl8x20x7x5F_2 18' wide Carport with St. Corner Page: 9 Prepared by: Bala Sockalingam Date: 11/ 5/03 BEAM RESULTS for combination 3 (Units: kip, kip"ft) DL+WL2 Bm. Node Axial V2 M3 1 1 -0.436 0.071 0.000 2 0.450 -0.071 0.411 2 2 -0.450 0.071 -0.411 3 0.459 -0.129 0.536 3 3 -0.261 -0.398 -0.536 4 0.264 0.302 0.010 4 4 -0.267 -0.302 -0.010 ' fr=-0.60 0.007 0.694 5 0.277 -0.213 -0.346 5 5 -0.348 0.013' 0.346 6 0.339 -0.266 0.764 . 6 6 -0.336 0.266 -0.764 • 7 0.333 -0.313 1.198 =0:223--=1-198- I - 8 0.390 0.165 0.956 ' 8 8 -0.390 -0.165 -0.956 I 9 0.376 0.165 0.000 '• MAXIMUM 0.459 -0.398 1.198 Beam no. 2 3 6 l 1 L ReRoof America, Inc. Phone: 918-492-6992 Strap 10.0.00 6711 South Yale Avenue - Suite 200, Tulsa, OK 74136-3327 Zp C18x20x7x5F 2 r 18' wide Carport with St. Corner Page: 10 Prepared by, Bala Sockalin am Date: 11/ 5/03 d REACTIONS for combination 3 (Units: kip, kip*ft) 'DL+WL2 Node X1 X2 X6 1 -0.071 -0.436 0.000 9 0.165 -0.376 0.000 i SUM 0.094 -0.811 0.000 ■ ReRoof America, Inc. Phone: 918492-6992 6711 South Yale Avenue - Suite 200, Tulsa, OK 74136-3327 Strap 10.0.00 2� C18x20x7x5F_2 Code: AISI ASD 18' wide Carport with St. Comer Page: 11 Prepared by. Bala Sockalingam Date: 11/ 5/03 Results Summary Table F CAPACITY ' Deft Dir Combined Beam Section Com U Slen Axial Shear Mom LTB Axial+Mom 1 TS T2.5x12 1 293 86 -0.06 MI 0.04 0.94 0.00 1.01 3 TS. T2.504 1 186 0 -0.02 MI 0.08 0.77 0.00 0.89 5 TS T2.5x12 1 348 0 -0.02 MI 0.08 0.77 0.00 0.89 7 TS I T2.5x14 . 1 153 0 -0.03 . MI 0.04 0.94 0.00 0.99 if l If �h ReRdof America, Inc. Phone: 918-492-6992 6711 South Yale Avenue - Suite 200, Tulsa, OK 74136-3327 C Strap 10.0.00 22 C18x20x7x5F_2 Code: AISI ASD 18' wide Carport with St. Corner Page: 12 Prepared by. Bala Sockalingam Date: 11/ 5/03 Ix = 0.91 ly = 0.91in4 Sx = 0.73 Sy = 0.73in3 Area= 0.97 ' h = 2.50 b = 2.50in t= 0.10 r= 0.12in J= 1.48 Cw = • 0.00in6 eOx= 0.00 eOy= 0.00in jx = 0.00 jy = 0.00in ' DESIGN COMBINATION = 1 I M3 Moment Diagram 1 0. Max. AXIAL Force = -0.73. Max. SHEAR Force= 0.23 i Detailed Results Table i; Moments: kips*foot ; Forces: kips, Stresses: ksi , Section prop.: inch Beam: X2 (Major axis) F1 3 C F v V2 Shear ,, 2 S2v = 1.50 V = 0.23 7.04 CONSTRAINTS DESIGN DATA - Sections Check - Kx = 1.00 - Ky = 1.00 - Steel Grade: Fy 50 -Allow. Slend.: 250 (compr.) 300 (tens.) Se = 0.54 -Allowable Deflection : 1/120 - Diameter of holes in the web : 0.0 (in) < 1.00 - Building type : Unbraced Se*Fy= 2.27 Section: TS T2.5x14 a Se"Fy Ix = 0.68 ly = 0.68in4 Sx = 0.54 Sy = 0.54in3 Area= 0.71 ' h- 2.50 b = 2.50in t= 0.08 r= 0.12in l - J= 1.09 Cw = 0.00in6 eOx= 0.00 eOy= • 0.00in jx = 0.00 jy = 0.00in ( ) + (-) -----__..Section: TS T2.5x1.2___-..- 1 Ix = 0.91 ly = 0.91in4 Sx = 0.73 Sy = 0.73in3 Area= 0.97 ' h = 2.50 b = 2.50in t= 0.10 r= 0.12in J= 1.48 Cw = • 0.00in6 eOx= 0.00 eOy= 0.00in jx = 0.00 jy = 0.00in ' DESIGN COMBINATION = 1 I M3 Moment Diagram 1 0. Max. AXIAL Force = -0.73. Max. SHEAR Force= 0.23 01261 DESIGN EQUATION FACTORS VALUES RESULT V2 Shear V*S2vNn < 1.00 S2v = 1.50 V = 0.23 (C3.2-1) Vn=0.60*Fy*h*t h"t = 0.31 Vn = 9.46 0.04 M3 Moment M*S2b Se = 0.54 M = 1.32 . (C3.1.1) < 1.00 Fy = 50.00 Se*Fy= 2.27 0.97 Se"Fy Szb = 1.67 M3 Moment (M*mob )Z (V*52v )Z All values and Shear ( ) + (-) < 1.00 listed above 1 (C3.3.1-1) (Se*Fy ) (Vn ) 1 1 01261 DESIGN EQUATION FACTORS VALUES RESULT V2 Shear V*S2vNn < 1.00 S2v = 1.50 V = 0.23 (C3.2-1) Vn=0.60*Fy*h*t h"t = 0.31 Vn = 9.46 0.04 M3 Moment M*S2b Se = 0.54 M = 1.32 . (C3.1.1) < 1.00 Fy = 50.00 Se*Fy= 2.27 0.97 Se"Fy Szb = 1.67 M3 Moment (M*mob )Z (V*52v )Z All values and Shear ( ) + (-) < 1.00 listed above 0.94 (C3.3.1-1) (Se*Fy ) (Vn ) Deflection deft. Ixe = 0.91 < 1.00 lye = 0.91 defl = 0.41 L 1120 0.28800 ReRoof America, Inc. Phone: 918-492-6992 6711 South Yale Avenue - Suite 200, Tulsa, OK 74136-3327 Strap 10.0.00 23 C18x20x7x5F_2 Code: AISI ASD 18' wide Carport with St. Corner Page: 13 Prepared by: Bala Sockalingam Date: 11/ 5/03 Detailed Results Table Moments: kips*foot , Forces: kips, Stresses: ksi , Section prop.: inch DESIGN EQUATION FACTORS VALUES RESULT Axial P*Sic (kUr)x =0 P = 0.73 Force < 1.00 (kUr)y =0 A = 0.97 - Sections Check - Kx = 1.00 - Ky = 1.00 Pn oc = 1.80 Pn = 20.66 0.06 -Allowable Deflection . 1/120 Xc = 1.32 Fy = 50.00 (C4-2) Pn=Ae*Fy*(0.658^Ac2) Ae = 0.97 Lat.-Tors. (C4.1-1) Fe=,'*E/(kUr)2 ' Compress. i Fe = 28.56 - l Combined nc*P flb*Mk Qb*My Mx = 0.00 Section: TS T2.5x12 Stresses - + + < 1.00 Mnx = 2.27 1.01 (compress.) • Pno Mnx Mny My = 1.32 ' eOx= 0.00 eOy= (C5.2.1-2) � Mny = 1.36 t ' Detailed Results Table 'Moments: kips*foot , Forces: kips, Stresses: ksi , Section prop.: inch iX2 Beam: (Major axis) 3 5 H 3 4 9.44 --� CONSTRAINTS DESIGN DATA - Sections Check - Kx = 1.00 - Ky = 1.00 - Steel Grade: Fy 50 -Allow. Slend.: 250 (compr.) 300 (tens.) i -Allowable Deflection . 1/120 - Diameter of holes in the web ; 0.0 (in) - Building type : Unbraced INTERMEDIATE SUPPORTS l Lat.-Tors. Continuous ' Compress. i Continuous - l Section: TS T2.5x12 Ix = 0.91 ly = 0.91 in4 Sx = 0.73 Sy = 0.73in3 Area= 0.97 h = 2.50 b = 2.50in t= 0.10 r= 0.12in J= 1.48 Cw = 0.00in6 ' eOx= 0.00 eOy= 0.00in jx = 0.00 jy = 0.00in 1 � Section: TS T2.5x14 t ' Ix = 0.68 ly = 0.68in4 Sx = 0.54 Sy = 0.54in3 Area= 0.71 h = 2.50 b = 2.50in t= 0:08 r= 0.12in J = 1.09 Cw = 0.00in6 eOx= 0.00 eOy= 0.00in jx = 0.00 jy = 0.00in ' DESIGN COMBINATION = 1 ReRdof America, Inc.* Phone: 918-492-6992 0711 Routh Yala Ovannp _ Ruatp 2nn_ Tulca_ nK 7d13R-3327 P. Strap 10.0.00 - '�a C18x20x7x5F_2 Code: AISI ASD 18' wide Carport with St. Corner Page: 14 Prepared by. Bala Sockalingam Date: 11/ 5/03 Detailed Results Table Moments: kips*foot , Forces:. kips, Stresses: ksi , Section prop.: inch M3 Moment Diagram 'd 0.94 'i Max. AXIAL Force = -0.43 Max. SHEAR Force = 0.60 14 DESIGN EQUATION FACTORS VALUES RESULT V2 Shear V*Qv/Vn < 1.00 nv = 1.50 V = 0.49 (C3.2-1) Vn=0.60*Fy*h*t h*t = 0.31 Vn = 9.46 0.08 _M3_Moment- _M*nb____. Se = 0.73 _. M 1.60 (C3.1.1) < 1.00 Fy = 50.00 Se*Fy= 3.05 0.88 Se*Fy Sib.= 1.67 M3 Moment (M*S2b )2 (V*Sav )2 All values and Shear ( ) + ( ) < 1.00 listed above 0.78 (C3.3.1-1) (Se*Fy ) ( Vn ) Deflection defl. Ixe = 0.68 < 1.00 lye = 0.68 deft = 0.64 L/120 0.60839 Axial P*nc (kUr)x =0 P = 0.43 Force - < 1.00 (kUr)y =0 A = 0.71 Pn S2c = 1.80 Pn = 48.75 0.02 kc = 0.00 Fy = 50.00 Pn=Ae*Fy Ae = 0.71 Combined nc*P Qb*Mx Qb*My Mx = 0.00 Stresses + + < 1.00 Mnx = 0.89 (compress) Pno Mnx Mny My = 1.60 (C5.2.1-2) Mny = 1.83 I 1'I !r Y I I G f I I Ir I� 25 2.4 BASE RAIL ANALYSIS Base Rail: 14 ga., 2.25" square, vertical swivel stubs are welded to the 14 ga. channel sections. The vertical swivel stubs with channels are fastened to a 14 ga., 50 ksi, 2.5" square, horizontal steel base rail with (4) self -drilling screws. Vertical posts are slid over the swivel stubs and connected with (2) self -drilling screws. Each system consists of two base rails. Each base rail is anchored to the ground with (4) 1/2" diameter rod or expansion anchor bolts located between the vertical posts. The uplift reactions due to the wind loads from the frame analysis were applied to the base rail beam (See Page 18). The analysis showed that the base rail could adequately carry a wind load due to 110 2(= 1CFS Version 4.11 Page 1 Section: Tube 2.5x 2.5 x 0.075.sct Bala Sockalingam, P.E. Tube 2.5x2.54.075. ENCON CONSULTANTS INC Rev. Date: 3/21/20018:28:2i AM rt Ir w fi Section Inputs .Mat_e.ri-al_:__[_N/Al No strength increase from cold work of forming Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 50 ksi I Tensile Strength, Fu 70 ksi it Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 f tube, Thickness 0.075 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Closed shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. ,k (in) (in) 1 2.5000 0.000 0.12500 Single 0.000 0.0000 1.2500 2 2.5000 90.000• 0.12500 Single 0.000 0.0000 1.2500 3 2.5000 180.000 0.12500 Single 0.000 0.0000 1.2500 4 2.5000 -90.000 ' 0.12500 Single 0.000 0.0000 1 f 1.0000 CFS Version 4:11 Analysis: Base Rail_18ftwide_5F_IBC.anl 5-44 in Span Continuous Beam 18' wide Carport Rev; Date: 11/5/20039:47:56 AM By: Bala Sockalingam, P.E. Bala Sockalingam, P.E. ENCON CONSULTANTS INC 'i Page 1 Loading: Loading 7 .Type Angle Start Loc. Magnitude Analysis Inputs ,. (ft) 1 II Members .0.062 2 Concentrated 90.000 Section File 3 Concentrated 90.000 Revision Date and Time 1 Tube 2.5x 2.5 x 0.075.sct 90.000 .13.708 3/21/2001 8:28:21 AM Start Loc. End Loc. Braced R Load Combination: ASD ex ' ey (ft) (ft) Flange lb (in) (in) 1. 0.000 18.540 None 0.0000 0.0000 0.0000 Supports Dead Load lb 1.0000 Load Combination: ASD Type Location Brg Length K Factor 1 (ft) (in) 1.0000 ' 1 XYT .2.360 2.000 1.0000 Live Load 2 XYT 6.980 2.000 1.0000 3 XYT 11.560 2.000 1.0000 4 XYT 16.150 2.000 1.0000 Loading: Loading 7 End Loc. I Start .Type Angle Start Loc. Magnitude (deg) (ft) 1 Concentrated 90.000 .0.062 2 Concentrated 90.000 4.541 3 Concentrated 90.000 9.125 4 Concentrated 90.000 .13.708 5 Concentrated 90.000 18.408 Load Combination: ASD 1: D NA )1 519.0 Loading lb Factor. 1 Beam Self Weight in 1.0000 _ 2 Dead Load lb 1.0000 Load Combination: ASD 2: D+L+R in Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 4 Roof Live Load 1.0000 End Loc. I Start End (ft) Magnitude Magnitude NA 260.0 NA lb Bearing Length 1.000 in NA 519.0 NA lb Bearing Length 1.000 in NA � 519.0 NA lb Bearing Length, 1.000 in NA )1 519.0 NA lb Bearing Length 1.000 in NA 260.0 NA lb Bearing Length 1.000 in 2.7 z� CFS Version 4.11 Page 3 Analysis: Base Rail_19ftwide_5F_IBC.anl Bala Sockalingam, P.E. 5-44 in Span Continuous Beam ENCON CONSULTANTS INC 18' wide Carport Rev. Date: 11/5/20039:47:56 AM By: Bala Sockalingam, P.E. Member Check.- 1999 AISI Specification (ASD) Load Combination: Combination 10 Design Parameters at 16.1506 ft, Right side: Lx 2.3900 ft Ly 2.3900 ft Lt 2.3900 ft Kx 2.0000 Ky 2.0000 Kt 2.0000 Section: Tube 2.5x 2.5 x 0.075.sct Cbx 1.0000 -Cby 1.0000 ex 0. 0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (lb) (k -ft) (lb) (k -ft)' - (lb) Total 0 0.5980 -260 - 0.0000 0 Applied 0 0.5980 -260 0.0000 0 Strength. 15358 1.3601 6300 1.3601 6300 -Effective s-ect-ion-p-rogert-ie-s-at-app-l- ed -lo -ads -:----r -------------- Ae 0.70658 in^2 Ixe 0.68143 in^4 Iye 0.68143 in^4 Sxe(t) 0.54515 in^3 Sye(1) 0.54514 in^3 Sxe(b) 0.54514 in^3 Sye(r) 0.54514 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.440 + 0.000 = 0.440 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.440 + 0.000 = 0.440 <= 1.0 AISI'Eq. C3.3.1-1 (Mx, VY) 0.193 + 0.002 = 0.195 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 'i 0.000 <= 1.0 .. 41 ;i f i f T CFS Version 4.11 Analysis: Base Rail_18ftwide_5F_IBC.anl Bala Sockalingam, P.E. 5-44 in Span Continuous Beam ENCON CONSULTANTS INC 18' wide Carport Rev. Date: 11/5/20039:47:56 AM By: Bala Sockalingam, P.E. Load Combination: Combination 10, Y Direction -003.97 -447.54 Reaction (I b) Shear (I b) Moment (k -ft) 175.03 -272.51 -343.97 0.58656 -438.84 SII d i -246.-49-- i` I 192.36 F -586.64 326.64 -260 0.598 0.17042 Deflection (in) -0.013286 -0.34913 I i I 0.035322 4 -0.00r n v� I� -0.015398 0.18296 2q 30 2.5 CONNECTIONS Panel to Frame Connections: Fastener type: No. of fasteners Manufacturer's published pullout value per fastener in 16 ga. Tributary area per fastener Pullout load on fasteners Factor of Safety per connection Rafter to ]Post or Post to Base Rail Connections: Fastener type: _ No. of fasteners = Manufacturer's published shear value = per fastener Maximum Shear load on fasteners = Factor of Safety per connection = j j - 412-14 Self -Drilling (Buildex or equivalent) 1 757 lbs (See manufacturer's information) 4.58' x .5' 2.29 f h (57.4 psf) x (2.29 f 2) 131.5 lbs (757)/(131.5) f 5.75 > 3 OK I # 12-14 Self -Drilling (Construction Fasteners or equivalent) 2 'i 1970 lbs (See manufacturer's information) 519 lbs (see page 18) (1970x2)/(519) 7.6 > 3 OK I Base Support to Ground Connections: (Anchor Skates) Anchor Stake diameter: = 1/2" Anchor Stake length = 21" +i ' . FI Length of penetration = 18" Type of Soil = Sand, silty Size of Concrete Footing = 16" cube Weight of Footing = 1.333 x 150 353 lbs Allowable Lateral Pressure of Sand, = 1001b/ft2 Silty soil �l Frictional Values "1 = 0.4 k �j i J (loose or soft condition) 31 Friction Force of. Sand Silty soil = 4 x 0.4 x 1.332 x 100 283 lbs Maximum uplift load on anchor set = 604 lbs (see page 29) Total Resistance Force against uplift = 353+283 636 lb > 604 lb ®K i The anchor system consists of the anchor stakes and a concrete form in the shape of a cube, .16" on a side, per anchor set. The top of the concrete shall be flush with the top of the ground. The anchor stakes shall be embedded in the concrete before curing. Information obtained from "Reinforced Masonry Design" by Schneider, R. R., and Dickey, W. L., Prentice -Hall, Inc. 19805. Base Support to Ground Connections: (Expansion Anchor Bolts):' Used with Concrete Footing or Slab (min 2000 psi concrete strength) Type of Fastener = Stud Anchor (Hilti or Equivalent) R Number of Fastener per anchor = 2 Anchor Diameter = 3/8" 1 Length of penetration = 1-5/8" min f Allowable Pullout Load per fastener Maximum uplift load on anchor set Allowable uplift load on anchor set 530 lbs (See manufacturer tension chart) 604 lbs (see page 29) 'i 530 x 2 i .i Concrete slab thickness Area of.sla_b per anchor set Weight of concrete slab per anchor set .f 060 lbs > 605 lbs OK S» �I (3 + 5.833/2) x 6 35.5 ftI 35.5 x 0.42 x 140 2087.4 lbs > 604 lbs I �i 'i M� Ili �i ,I ifl i �r t i !C I 'I OK '32 l 25.5" 2.5 " Square Tube 'I �I i 58.5" 27.5" -- (4 Anchor per side) f 2.5" Square Tube i i 11 I—I I I—I 11-111-1 1-11'=11 I—I I IIII{11111111.'' ��IIIII III- Concrete Block 1=1 I I-1 I 2000 psi (min) 16" cube [TYPICAL ANCHOR CONNECTION I TRAXX TM Self -Drilling Fasteners Product Report No. 40803 ................................................................................................................................. Selector Guide Part Description Head Drill Drill & Tap Max. Material Applications IVumber 12 Style Point Capacity Attachment 1856 3520 1117000 12-14 x 1" HWH #2 .036-.210 .525 1/4 1120000 12-14 x 1-1/4" HWH #2 .036-.210 .580 1123000 12-14 x 1-1/2" HWH #2 .036-.210 .980 ° Roof deck to steel framing. 1134000 12-14 x 3/4" HWH #3 .036-.210 .290 1136000 12-14 x 1" HWH #3 .036-.210 .525 • Wall panel to gin` 1140000 12-14 x 2" HWH #3 .036-.210 1.525 1143000 12-14 x 3" HWH #3 .036-.210 2.525 • Duct work to steel framing. 1146000 12-14 x 4" HWH #3 .036-.210 3.425 • Accessories to steel framing. 1147000 1/4-14 x 3/4" HWH #3 .036-.210 .210 1149000 1/4-14 x 1" HWH #3 .036-.210 .460 • Clip to steel framing. 1150000 1/4-14 x 1-1/4" HWH #3 .036-.210 .710 1152000 1/4-14x1-1/2" HWH #3 .036-.210 .960 • Retrofit framing, 1155000 1/4-14 x 2" HWH #3 .036-.210 1.460 1157000 1/4-14 x 3" HWH #3 .036-.210 2.460 1304000 1/4-14 x 4" HWH #3 .036-.210 3.460 All available with bonded washer. ....... r ................. }Perfomance Data PULLOUT VALUES (average lbs. ultimate) Fastener Steel Gauge Dia. Pt. 26 24 22 1 20 18 16 1 14 12 3/16 12 2 156 243 283 375 605 848 1181 1856 3520 1.048"1.036--l.030"1.024--j.018" 3 142 211 289 341 551 757 1063 1631 2998 1/4 3 141 231 293 346 613 880 1145 1858 4550 FASTENER VALUES Fastener (dia-tpi) -Tensile (lbs. min.) ear (avg. lbs. ult) orque (min. in. lbs.) 12-14 2778 2000 92 1/4714 4060 2000 150 SHEET STEEL GAUGES Gauge No. 12 1 14 1 16 118 1 20 1 22 1 24 126 Decimal Equivalent .105" 1.075"1.060" 2138 2202 1.048"1.036--l.030"1.024--j.018" 3 769 1358 1620 SHEAR VALUES (average lbs. ultimate) Fastener Steel Gauge (lapped) Dia. Pt. 26 24 1 22 20 18 1 16 14 1 12 12 2 365 600. 623 898 1370 1758 2138 2202 3 769 1358 1620 1970 1986 1/4 1 3 1 930 1442 2100 2584 2650 The values listed are ultimate averages achieved under laboratory conditions and apply to Buildex manufactured fasteners only. Appropriate safety factors should be applied to these • • • .values for design purposes. .................................................................................................................... I Installation Guidelines ALA standard screwgun with a depth sensitive nosepiece should be used to install Traxx. For optimal fastener t = performance, the screwgun should be a minimum of 4 amps and have a RPM range of 0-2000. ' Adjust the screwgun nosepiece to properly seat the fastener. " _AL New magnetic sockets must be correctly set before use Remove chi build-ud d .AL The fastener is fully seated when the head is flush with the work surface. -OLOverdriving may result in torsional failure of the fastener or stripout of the substrate. _AL The fastener must penetrate beyond the metal structure a F . pas nee e . minimum of 3 pagnes.of thread. .................................................................................................................................... i ®TWBl1ild�X TraxxTM', ClimasealTM' and Building Ideas that WorkTM are trademarks of ITW Buildex and Illinois Tool Works Inc. BUILDING IDEAS THAT WORK TM 1349 West Bryn Mawr Avenue ' Itasca, Illinois 60143 r 630/595-3500 FAX: 630/595-3549 ©1996 Illinois Tool Works, Inc. r �34_ r Anchoring Systems 3� 4.2.3 Kwik Bolt II Expansion Anchor Carbon Steel Kwik Bolt II Allowable Loads in Cnncretp Anchor Embedment 2000 psi (13.8 MPa) 3000 psi (20.K(1.9)(1.7) 27.6 MPa) 6000 psi (41.4 MPa) Tension Shear Ib (M) Ib (M) Diameter in. (mm) Depth in. (mm) Tension Ib (M) IIb Shear (M) Tension Shear Ib (M) Ib (M) 1'/e (29) 270 430 (1.2) (1.9) 330 (1.5) 430. (1.9) 470 (2.1) 430 (1:9) 1/4 2* 560 590 630 (6.4) (51) (2.5) 530 (2.6) 530 (2.8) 530 670 530 33/4* 670 670 670 (2.4) (2.4) (2.4) (3.0) (2.4) (95) (3.0) i (3.0) (3.0) s/s 15/8 (41) 530 (2.4) 990 (4.4) 650 (2.9) 1040 (4.6) 750 (3.3) 1100 (4.9) 850 (3.8) 1100 (4.9) 2'/2* 1200 .. 1290 1370 (9.5) (64) -(5.3) 1470 (5.7) 1470 (6.1) 1470 1550 1470 41/4* 1330 1390 1440 (6.5) (6.5) (6.5) (6.9) (6.5) (108) (5.9) (6.2) (6.4) - 2'/4 ---(57) 1170 -(5:2)- 1940 -(8:6)- 1310 -(5:8)--(8.8)- 1970 1450 --' (6.-4)-- 1970 --(8:8)- 1730 1970 '/2 3'/z* 1870 2130 2400 (12.7) � (89) (8.3) 2450 (9.5) 2450 (10.7) 2450 2800 2450 6* 2080 2310 2530 (10.9) (10.9) (10.9) (12.5) (10.9) (152) (9.3) (10.3) (11.3) 5/e 21/4 (70) 1600 (7.1) 3070 (13.7) 1870 (8.3) 3070 (13.7) 2130 (9.5) 3070 (13.7) 2670 (11.9) 3070 (13.7) 4** 2400 2850 3290 (15.9) (102) (10.7) 3840 (12.7) 3840 (14.6) 3840 4190 3840 .* 3730 (17.1) (17.1) (18.6) (17.1) (178) (142) (b74 (17.1) (16.6) 31/4 (83) 1970 (8.8) 4140 (18.4) 2320 (10.3) 4140 (18.4) 2670 (11.9) 4140 (18.4) 3200 (14.2) 4140 (18.4) 3/4 41/4** 2930 4130 4800 5870 (19.1) (121) (13.0) 5120 (18.4) 5120 (21.4) 5120 (26.1) 5120 (22.8) (22.8) (22.8) (22.8) 8** 4000 4930 5870 6320 (203) ' (17.8) (21.9) (26.1) (28.1) 4'/z (114) 3330 (14.8) 7070 (31.4) 4050 (18.0) 7600 (33.8) 4670 (20.8) 8140 (36.2) 5070 (22.6) (25.4) 9200 (40.9) 6 (152) 4930 (21.9) 9200 6000 (26.7) 9200 7070 (31.4) 9200 8400 (37.4 (40.9) (40.9) (40.9) 9 6670 7670 8670 10670 (229) (29.7) ( 34.1) (38.6) (47.5) ' Values shown are for . a shear plane acting through the anchor bolt body. When the ' shear plane is acting through the anchor I� bolt threads, reduce the shear values by ' 20%. Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear value by 12%. ' All other values shown are for shear plane acting through either body or threads. i Hilt Product Technical Guide 8/96 Shear Through The Bolt Body o -_,r- r-1 PANTHER CREEK 181 WIDE SQUARE TUBE CARPORT :� I ;i ii �1 �; �I �i �i� li i II i; � . PANTHER CREEK BRAND EUIDING DEPT. COPY Exploded View of Frame . Assemble base pieces by matching number ( 1 to 1 for section; 2 to 2 for second section.) and driving screw into `joint holes' provided. �t >;• #2 107 Each base assembly consists of two pieces. Lay the base assemblies on the ground approximately 18' apart. 20' Base Assembly -7Al_ 30' Base Asse N � —i► :�--- -�—� ; y � —fes 40' mbly �� _ ^ _ ' � �_ '' ��" 't„�. _ i ii _"�F _— .. a �► ��_ - — .i —�: Note: Be sure that 121.5" segment on both sides are at the front of the carport. t Z. Place (1) swivel stub onto the front of each base assembly. Front of Carport, 00 �SWIVEL !, STUB BASE j L Fasten swivel stub to base with one (1) screw on each side 3. Assemble legs, corners, rafters and crowns consecutively to the swivel stubs. NOTE: If leg extensions are used, they should be slid over the swivel stub and into the bottom of the leg. Secure with screws. Stubs 4. Swing the rafter assembly to its' upright position, and using a rope or pole, stabilize the assembly so the second set.of screws can be driven into the base. Note: The assembly needs to be stabilized so it won't fall while driving screws In. Once all of the screws are secured, stabilizers can be removed. r 5. Repeat steps (2) thru (4) on the next rafter sections working your way to the rear of the carport. (EXCEPT FOR THE BACK END OF THE CARPORT) 6. You should now be ready to put the last swivel studs in place. 7. The last swivel studs will be placed onto the base with the pivot section facing the front of the carport. — Front ofCarport A BASE° Fasten swivel stub to base with one (1) grew on each side I- SWIVEL o I STUB 8. Drive a screw through the `offset hole' on the pivot section and into the base hole that will be directly under the stub. ' . 9. Repeat on the other side of base so you again will have (2) pivot screws in place. .. 10, Repeat steps 2 thru 4. 11. Pivot stub toward the front of the carport and complete steps (3) & (4). 12. Once the rafter section is vertical, remove the swivel screws. 13.. When these screws are removed the rafter section should drop down on the base. 14. Now drive screws through centerline holes into the base and secure. 15. Square the frame by measuring the diagonals between the four corners and insure that the measurements are equal. Then, measure the frame across the front, middle,. and end and insure that the measurements are equal. You should now be ready to install the roofing. 16. The first roofing sheet should be centered on the rafter on the end of the carport you want water to run off (the low end of the carport.) NOTE: The rafters have pre -drilled holes for centering the roofing panels onto the frame. NOTE: Do not over tighten screws to the point of damaging the rubber washers, as this will cause leaks in the rafters. NOTE: There should be approximately 8" overhang at each end of the carport. ower e 3 I r.d F carport 2, Install the first screw at the nearest hole to you after placing the sheet. Next, move the ladder to the other side of the sheet and install the second screw. Now, go to the end of the caruort and install the next two screws. Weather Stripping Place the weather stripping in a line close to the screw holes. You will need to do this in between all sheets that overlap along the center rafter. a 17. The second roofing sheet should be centered on the rafter with the 8" overhang for this sheet on the higher side of the carport and lap over the first sheet. Install the six screws in the indicated order. -tower end f of carport 18. Install screws in all the remaining rows of holes in the sheets in the order indicated starting at the center rafter. NOTE: An awl or ice pick could be helpful in adjusting the sheets to get the holes properly aligned. 19. Slip the outside rib of the next sheet under the rib of the first sheet you installed as shown and place three screws in the holes indicated. ower end O f ccrpert 20. Apply the weather stripping as indicated before and slip the next sheet under the top sheet as indicated. Place four screws in the holes indicated. rawer end of cGrport w 21. Installscrews in all the remaining rows of holes in the sheets in the order indicated before in Step 18. 22. Repeat steps 19 thru 21 for the other side of the carport. 23. As before, slip the outside rib of the next sheet under the rib of the other sheet in the position shown and place three screws in the holes indicated. A ower end of carport 24. Apply the weather stripping as indicated before and slip the next sheet under the upper sheet in the position shown. Place four screws in the holes indicated. ower end of carport 25. Install screws in all the remaining rows of holes in the sheets in the order indicated before in Step 18. 26* Repeat steps 23 thru 25 for the other side of the carport. 27. As before, slip the outside rib of the next sheet under the rib of the other sheet in the position shown and place three screws in the holes indicated. f /--Lower erd rpo of carport 28. Apply the weather stripping as indicated, before and slip the next sheet under the upper sheet in the position shown. Place four screws in the holes indicated. / —Lower end i o Carport 29. Install screws in all the remaining rows of holes in the sheets in the order indicated before in Step 18. h 30* Repeat steps 27 thru 29 for the other side of the carport.' I 31. Trim installation Step 1. Take one 10' section of trim and place the cut end to the corner of the carport. Step 2. Form the cut end at the cuts to fit the corner. Step 3. Place the trim with the 1.5" lip on top of metal roof, so that the 3.5" lip is pointing down. Step 4. Screw down the trim into the metal roof. Step 5. Repeat step (1-4) for other side of the carport. Step 6. Take the 2' section of trim and form it to the peak of carport and attach it to the metal roof. Step 7. Repeat steps (1-6).for the other end of the carport. 21 Section 4 M, 32. Anchoring Anchor Strap FA wl rary grou an rs rs use. p 9\J 0 Y\'i 7- e, Q0 with3 3 ncrete we>dch 0 s A f Anchor,in Locations -il v / 18x20 Carport use. p 9\J 0 Y\'i 7- e, Q0 with3 3 ncrete we>dch 0 s A f NOTES RESIDENTIAL PERP___030-230-143 -� _. 04-0949 POWERS, ROBERT • 2812 ORO DAM WEST, OROVILLE Cont: OWNER DETACHED GARAGE 1200' SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 2 c c-5 JOB FINALED (Date) 0-5 Signature�x�^<�pC�-��i 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.netWds PERMIT NO. BP040949 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: APN- 030-230-143-000 ' the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2812 W ORO DAM BLVD ORO Date: Contractor: Map Index: Description: DET GAR (1200) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: POWERS ROBERT C & NANCY L permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 131 SANTA FE AVE 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 EL CERRITO, CA she is exempt therefrom and the basis for the alleged exemption. Any 94530-4153 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).): lY/I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: POWERS ROBERT C & NANCY L such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 131 SANTA FE AVE year of completion, the owner -builder will have the burden of EL CERRITO, CA proving that he or she did not build or improve for the purpose of 94530-4153 sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Article 3 of the Business and Professions Code �'� T owner: P Date: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy, number are: Carrier: Policy #: Total Square Ft: 1200 S.F. —/ 111 I certify that in the performance of the work for which this permit is Valuation' $28,800.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code' ' and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: mC �� U Applicant: 0 LtJ✓ ✓��2 �CS ly e-� i WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and oneL(�i�j hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor -code, interest, -and attorney's fees. � CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County CodA and/or I hereby affirm that there is a construction lending agency for the Resoluti s ddwork indic t abov f whi fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)0 BY Dat Name: O 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. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte Count? enter upon the above mentioned property for inspection purposes. � ) �J( Print Name: (Y Q V Q) e V S Signature: Date: ��zi�� a`J c� r� LA L9 Owner ❑ Contractor ❑ Agent for Owner 0Agent for Contractor J=OK 0 = Not OK NotNo Readyab1e MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ft's 1. Zoning Requirements -Setbacks -Easements 5. 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) 8. 5. Electricity; Location -Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / ' P' L "ft./ P LPG 10. 7. Well Clearance & Disconnect 11. 12. 8. Utility Clearance Date .. Card -1 Date Card B-1 Date Date Card B-1 I Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ft 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Footings; Size -Spacing -Marriage Line 4. 3. Gas; MH Test -Demand -Valve -Connector 5. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 6. 5. Drain; MH Test -Fall -Flex Connector 7. 6. Water; MH Test -Regulator -Connector 8. 7. - Water and Sewer Connected -C/O to Grade -HD Approval } 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. t 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B -1 Date - PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test ' 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS!C RS, CARPORTS, GARAGES (Plans) OK except ft's ng Re irements-Setbacks-Easements Foot' ; Soils-Size-Depth-Spacing-Connectors-Steel -3-lTecks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 12. Ext.; Steps -Doors- Land in s .47 Braced Wall Panels Date .. Card -1 Date Card B-1 Date Card B-1 I Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit } 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test t 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . =Not Ready Access & Ventilation RESIDENTIAL Date ND F OR (Plans) OK except #'s i ng-Setbac ks- Easements- Flood -Slope tOlFtg, Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Card B-1 Date Card B-1 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Date 4. Ftg., Porches &. Decks; Soils -Steel-/ /" Ftg. Depth 17. 5. Stemw s, Main; Steel-Blockouts-Wrapped Water Pipe; Test & Anchor -Nail Protection 6. S walls, Garage; Steel- Blockouts-Wra ed 20. CVAold Downs and Special Anchors Test Tub & Shower, Second Floor -Tub Access 7. Slab, Steel -Wrapped 23. 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies (Single & Duplex) 15. Access & Ventilation 16. Insulation Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or At Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 61. Brace Interior/Exterior Wall Panels Date 62. Card B-1 Date Card B-1 Date 63. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Card B-1 Date Card B-1 36. A.C. Ducts Insulat on & Support Card B-1 Date Card B-1 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 67. Card B-1 Date Card B-1 Date 68. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Elec. Trim & Subpanel, Breaker Sizes & Labels 41. Sills Proper Materials & Anchors Stairs & Rails 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes D No/Planters D Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94, Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP040949 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' APN'' 030-230-143-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2812 W ORO DAM BLVD ORO Date: Contractor. Map Index: Description: DET GAR (1200) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: POWERS ROBERT C & NANCY L to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 131 SANTA FE AVE 7000) of Division 3 of the Business and Professions Code) or that he or EL CERRITO, CA she is exempt therefrom and the basis for the alleged exemption. Any 94530-4153 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).): LY/I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant' POWERS ROBERT C & NANCY L such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 131 SANTA FE AVE year of completion, the owner -builder will have the burden of EL CERRITO, CA proving that he or she did not build or improve for the purpose of sale.). 94530-4153 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article 3 of the Business and Professions Code r Date: J —27-6 YOwner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer'' insurance carrier and policy number are: Carrier: Total Square Ft: 1200 S.F. Policy #: 12/ 1 certify that in the performance of the work for which this permit is Valuation: $28,800.00 issued, 1 shall not employ.any person in any manner so as to become subject to the workers' compensation laws of California, Census Code' and agree that if I should become subject to the workers' compensation provisions 'of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: —yy\,c� c) L4 Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees.-Yv 6�s,31 CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code anNer I hereby affirm that there is a construction lending agency for the Resoluti s P do work indic t have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) zboVfwhifees l /J Name: By: Dat . O� V Q Address: PERMIT EXPIRES ON: 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 or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby ntQ authorize representatives of Butte Couenter upon the above mentioned property for inspection purposes. PCl-� Print Name: L I/ S Signature: Date: Q U L i Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY x'0117 0 DEPARTMENT OF DEVELOPMENT SERVICES O O BUILDING PERMIT APPLICATION ° 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) O 3 OFFICE #: (530) 538-7541 Ir UN % - — TE: r / Oo'A I APN: 03 ` O v / DWNE 'S LAST NAME: OWNER'S FIRST NAME: FO \� 'c�-��c�. fie'. e. UP: \AA! 4 5 3 4 , 1 SITE ADDRESS: 2-312 CITY. UP: NEAREST CROSS STREET: APPLICANT NAME: CONTRACTOR NAME: PERMIT NO. BPo4og4,q 570 5 26 OW FAX E-MAIL a a TRACTILOT M. PHONE FAX LICENSE NUMBER LICENSE TYPE ARCHITECT/ENGINEER NAME: PHONE STREET ADDRESS: FAX: CITY. ZIP: LICENSE NUMBER E-MAIL: DESCRIPTION OR SCOPE OF WORK: A t -A -A A U A n ny-a a f , ❑ Structure Built without permit ❑ Proposed Change of Occupancy (note previous use) EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: -FP -457.44- Notes: 57.Q-4- Notes: i j bLo Application Received by:�(`' Receipt number: 345518 Date: 41&/o4 - Amount Received: 3 5 7,45 . OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES �ow C�2 PROPROSED BUILDING USE 4,A-12 �c wool BUILDING PERMIT FEES --- Balance Due ..................... $ 357+4- --- Additional Fees Due........... $ A.P. # 230 I ¢3 DATE RECEIPT #DATr VREC. ` w --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) _ 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ _ Units Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) "0 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION #. $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ ' c Sq. Ftg. Amt. 10. OTHER P�, 8 $� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d}x4xg the plan checking pro ss. i APPLICANT o DATE 6 06 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been impo d on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Y61ow-Applicant Pink -Owner (rev. 2/2003) "COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone °(530)538-7541 Fax (530)538-2140 fi PERMIT APPLICATION DATA SHEET OWNER: C, V-; ASSESSOR PARCEL NUMBER 34 • ! 43 Proposed Building Use: _� A(i �o Counter Technician: Date: '41&1644 Items required in order to apply br a perm t. All boxes MUST be checked OR marked NA in order tb apply. 1. Site plansp, or 4 sets, signed by the preparer of the plans. 2. Complete ans;�or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 40G/\�� 5. Letter from Engineer or Architect for truss design review. V � 1 Ca 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings 4' 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico I�IOroville, as applicable. 5 -ter P E A? Nr , 7- 16. Other o3 •,r r4, Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required .................. .......... ...................... 20. Erosion Control Plan Required........................................................................ �....... 21. Fees as shown on the attached Schedule of Fees Due Sheet ...................I......... 22. City of Chico Plumbing permit........................................................................ tots. 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 4' 24. Planning approval (A) Use:O X(B)Parking: (C) Parcel Check:- ' 5-)=�-Oy ❑ 25. Contact Land Development about,- Improvements, ' Drainage ......................... 26. NPDESForm.....................................................'........... ......................, 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for , r - , I , required......._ ❑ 29. Contractor's license information. (Number, Name Style, Classification) .... :............... ` ' ` � ❑ 30. Worker's Compensation Carrier and Policy Number........................................... T' 31. Owner -Builder Verification (_vGiven to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance .............................. ;................................ ❑ : '35. Existing violations and/or expired permits....................................................;..r. ❑ } Li36'Deed Restrricttiion:; 7�. l..t......... .::. 7), .ti...t..T.�. .....`k 7.1. . .:/.. ! �_ 4-C ❑ 37. Grant Need, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 38. Other: ❑ 39. Other: /'3d When issued Telephone S In -24, . ©�.�7 and hold for pickup. S I'hav��.e been informed of the above items and requirements for obtainingo building perrgtix�� Applicant: 4e: O6 � 1. Index permit application for the above items numb d: _Plan Check Letter 2. Additional items requi , , �'r 1 ._ Contractor, designer, w as a vise; of the above data by phone; ❑ mail, ❑ coun er, by Date: Contractor, designer, ner, was advised of the above data by O phone ❑ mail, ❑ counter Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed b Date: uctural approved by: Date: Note transfer by: Yellow: Building Division National. Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution prevention Plan (SW PPI Acknowledgement LLESS THANI ACRE Project Title: Td\N)$ By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the .State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land: I am aware that submitting .false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 6 po O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. x 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES lR NO ❑ X 2. I HAVE -13 HAVE NOT X signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, but. I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: may: PHONE: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: M X NOTE. This Owner -Builder Verilwation is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION - . Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -build" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you shod be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate Emmy, and the work (including mater and other costs). is $300 or more for the entire project, and such persons are not licensed as contractors subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Governments, as an employer and you subject to seveial obligations including state and federal income tax withholding, federal social security tax workers compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks for you if you do not cant' out these obligations, and these risks are especially seric with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (ar ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations unc State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an `'owner builder" building permit, erroneously implying that the property owner is providing his or her.own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic I C. Vi ira, C.B.O. ger, Building Inspection NOTE: Yhis Owner Builder lnfomuwon is required by Section 19830 of the Cafe ornid Health acrd Safely Code OVER Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division.. Attached Accessory Buildings and Additions will be checked for residential use.P(3 xception: Garages and Carports. / Owner: 6 Q.x-/NQ0)bq1(-C Phone: -13'%0 1�2, G �b Mailing Address 3 J S Site Address: 24,2Oro . JamB JGQ Assessor's Parcel Number: -036 --.',Z,3 O — / 4/3 Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL LNFORNMATION: 1. Is there a primary dwelling on the property? Yes 0 No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes j ...1 No 3. Will items produced in this building be offered for sale? Yes [J No 0 4. Will the public have access to this building? Yes ❑ No (� 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 01 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9.. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes No ❑ 11. Will this building be heated or cooled? Yes ❑ No 12. Will this building have a water closet/toilet? Yes ❑ No S 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes ❑ No N 15. What type of'floor covering «ill the building have? CO)AQCC-�e, 1' i 16. What type of mall covering will the building have? S gyp, �/ � 0� 2`r Q S 1 1 OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. [R Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required 3. ❑ Residential Carport — A covered stricture intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop' ❑ Home Occupancy Z ❑ Other— Use = 1. Dexnbe type of Wortahop 2. &hw be approved by the Butte county Planning Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number befoth 4�cplanation. J f QT 16-r\) `\ta i� Q� "2rn� 2 c'dll�il� 2x�f' Y e.vr� PS Q� Q mn'Nr \ Y1M 1 w Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Oumer's Name: Please ' tb 0-,* C - p ZYS Owner's Signature: Date: 6 o 2 of 2 NOTES RESIDENTIAL 030-230-143 03-2116 PERMIT NO. POWERS; ROBERT 9-11 ORO DAM W, OROVILLE Cont: D & A CONST NEW MH PERM FND NEW SITE - J 03 iTHE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE . INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address— GAS Meter By Date_ < ELECTRI Meter By Date JOB FINALED (Date)�71 /v Signature J = OK, - 0 =' Not OK < = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s _41'Z9ping Requirements -Setbacks -Easements ootings; Size -Spacing -Marriage Line IV 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of OCCUDancv Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Wood Awn.; Posts-Beams-Rftrs-Connectors le'Zoning Requiremerrts-Setbacks-Easements 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2_.F4ot gs; Size -Spacing -Marriage Line . Roof; Shthg-Roofing oc�ing Ext.; Steps -Doors -Landings as; MH Test -Demand -Valve Braced Wall Panels lectricity; MH Test ►�Ma e • MH Test Date ater and Sewer Connected Card B-1 Date Card B-1 Date 8. Gas and Electricity Tagged Card B-1 Date Card B-1 Date Exits 1. 1 . cense Decals ! 2. eri#'s ith Office 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date Ca B-1 Date Card B-1 Date Card B-1 Date Card B-1 16 3o � rLe �'-toZZZ-t? MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except ft 1. Setbacks -Easements ! 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK o = NetOK Applicable = Not Applicable RESIDENTIAL (Single & Duplex) . = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garace; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftp. -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Undergrcund 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ' ❑ Yes • • ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) , _ 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings - 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps -� + 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive ❑ Yes O No/Walks ❑ Yes ❑ No/Planters ❑ Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing- t ' 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House •- - 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler " Date Card B-1 - . Date Card B-1 Date Card B-1 Date Card B -1 - Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION V 7 County Center brive • Oroville, California 95965 • Telephone (530) 538-7541 0 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 030-230-143 AR -5 ZONING BUILDING PERMIT OWNER POWERS ROBERT 510 TELEPHONE 26-0647 SO. FT. OCC. BUILDING VALUATION , OWNERS MAILING ADDRESS 131 SANTA FE AVE. EL CERRITO CA. 94530 1728 93 312.00 CONTRACTOR'S NAME D&A CONSTRUCTION TELEPHONE 821-5850 CONTRACTORS MAIUNG ADDRESS 868 W. QNS= #J YIJBA CITY 99991 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 93. 12.00 ARCHITECT OR ENGINEER LICENSE N0. Fee $ 20.00 —Filing Permit Fee $ 306.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 9-3-00 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 349.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehom�4 Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 , Water piping 15.0019-00 Each as water heater or vent 15.0015.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: MFT TNSTAT I NEW S1'E 3 BELR l NOMEMobile Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Home S G W @20.00 PERMIT FEE $ 65.00 FLOOD'Y,0770C =,MAT.TTn TRAFFIC FF.F. ELECTRICAL PEROM,ITGRLEss Filing Fee 20.00 Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fuxforce and effect. , f License Class ���'i l Lic. No. ` ,5-j z0L OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service Zoog To ,000A 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( a ACC. OCS. SO 3.5QFT: NONRESID. MULT.' CRR UT 97,50 aPSNWE.R oPULTUS Ex. OCCUp. OUTLET OR FIXTURES 20 @ 1•00 BAL @ .50 Ex. Occup. OFUTlFT3PRESIp.OEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure. for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. J' 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' c an ationjApur�a�ncct carrier and policy number are: Carrier V I.IJ' O MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date I.._, �--� Signature of Applice t - ❑ Owner Contractor ❑ Agent 1 An OSHA permit is required for excavations over 5'0" deep and demolition or construction&A/ of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 457.25 HAz D Ir�p / FL000 X cDF pggCEL / pp H ISsu / This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date 1 53 PERMIT EXPIRES ON Da! Receipt No. 75679 $53.00 WHITE-D.D.S.-B.D. CANARY-ASSESSO PI K -I P CTOR GOLDENROD -APPLICANT 'tT..cxr�" �►�ya, �'.►;7}7a �+''Y�e'1,��tte` 1 t�. ' lV � ��" ��+ Ffi`� 7 I`�� "`•S�r~ �'-.lOi= � �� t a - .r�rµ.�.>:y ,4.W 4:if;j4•!{ u•. •V�' '" /. 4, ¢ _ 1 V >r, COUNTY OF BUTTE -DEPARTMENT OF DEVELO'A NT SERVTCE�BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �� `r ` ASSESSOR PARCEL NUMBER Proposed Building Use: ill anter Technician: Date: -7• 1 - G Items required in order to apply for a permit. Alloxes MUST be checked OR itked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed ky the preparer of the plans. �2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. y 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ •5. Energy compliance design and supporting documentation in dupli ; /-9,6. Manufactured homesata sheets and installation instructions Marriage line informatio ;_ C Floor Plan, (D- Tie down or foundation plans, all in unlicate. -` ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en irieer. Items required for initial plan review. If checked items have not been received, plan reyview cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. 1' r. I y Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ....... ; ❑ 9. Plot plan and business license approval from the City of Biggs .................. ❑ 10. Letter of intent for non-residential buildings ........................................ I ........... ..... .. ❑ .11 Det a heed AccessoryMaterial Builorm ing Form filled out by the owner ....::..............!........ q ...... ... .. 3. Other` � rn A/ ... WipaiKing items needed to issue the permit. (May require additional plan review upon receipt of ft follloojwin, items.) ISanitation Fees as shown on the attached Schedule of Fees Due Sheet ......................:................ ®� 4� Statement of Intent for Non -heated and A/C Buildings ............................................. and plot plan approval from the Environmental Health Department in �r o ❑ 17. City of Chico Plumbing permit........................................................'...............: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: O 1 (B)Parking: (C) Parcel Check: .—I 8. ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 4. Worker's Compensation Carrier and Policy Number ............................................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization................................................................... O 27. Recorded copy of Agricultural Acknowledgment Statement ...................... ❑ 28. Manufactured home utility clearance.......................................................... ❑ 29. E 'sting violatio and/or expired permits...........................................!............. ❑ 30. rant Deed, H. Title/4&tt t. ent o—Uacls,,,.❑ Letter from Legal Owner,'C6Check to H.C.D. $ ❑ 31. Other: When issued Telephone 5 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: CDate: 1. Index permit application for the above items numbered: I \kl,I / 1 MW —XT (' \PWJ Plan Check Letter 2. ' 'onal items required Co tractor esigner, owner, was advised cf the above data by �phone,t ❑ mail, ❑ counter, by Date: ontrac o designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by,���Date: Plans reviewed by: _ frl (" i _Date:—4- r 6 Plans approved by: %%�,C , Date:_ Structural reviewed by: Date: Structural approved by: Date Note transfer by: Date: 2.0 3 E.H. USE ONLY Fiat Plan attached A Root Plan Attached n cant to S.D. 0 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance R,y ' ,,,, IAC, A 4/_3 Owner Location AP# Plan Approved for: Sewage Disposa Water Sup P t�lic Private Wel Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Cjj Date E.M. USE ONLY .' r Piot Plan Attachod / Floor Plan AtUchad� ? • �f I ' w Sent to S.D.TO:�.1a •% Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposa Water Supply: Public ivate Well Clearance for dwelling. Other lry � �an A TAt� o P M A-12 H ¢ 6 04 Hold final for: Final clearance O.K. for: NOTE: -763 PA LA&? Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES 'sR A.P. # ZOSED BUILDING USE / DATE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ _� -7 t/. 7- )9" --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... 7 I' I , /I ,�ry� 2. SCHOOL DISTRICT FEES LU I / W Vl_ �/ LUK/ " "�'S(ur'l/I (paid at School District Office) (form avai able after Plan Check) 3. SHERIFF FEES (paid at Building Division)- Residential............ X $360.00 =$ Units -3(06. qz� Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES RECEIPT # DATE REC. (paid at Building Division) Residential (per unit)..... X = $ o # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. i Commercial (sq. ft .) ......... X = $ S . Ftgj.�j� Amt. , 3 6�/W PE 10. OTHER � , At time of permit application, I was advised the above. fees are required to be paidp it or to issuance of peperrnit. These fees may be changed during the plan checking process. p' APPLICANT L/�.l�f� DATE JJ Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) ... ..-�.-�...�.,.H.... �. ,�: ... r.t a,._ ..F,. .. ,_ ^�;..w�.:.»:v 'T,,•,,:: tt• .s .r,.L dt{.n .. .. v., ... ,,.� _ ,_ r .. M�''"fir � •) I �� �y �,�� � r , BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ' (One form per Building) School Distract S— uilding Department No. , s A.P. Number C�. �,���%� Jurisdiction) City I` County r Property Owner Property Location/Address lj / ( 11 1 Zvi rn 1 J)(fJ Subdivision Lot No. Residential Development U-1 ©r ...............................................................::......................................... . No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # '(No foundation inspection) ................................................................................................................... Commercial/Industrial i New Addition (Floor Plans reviewed by School District Sq. Footage / ��� (Group R) Sq. Footage (Including Exterior., Roofed Areas) /7 Date • District Identification No. 1 I Y DIV . ��Q�-e vt� School District certifies that _R( 1 b 6+ Y:!!+ (Applicant) (Street Address) (Phone Number) I (City) (State) (Zip Code) has complied with the requirements of Resolution No. o t—(N;L_L0 11 by payment of $ representing fj'1 Z.- square feet. JAB 2926 $ c FULL MITIGATION $ c C1 2-G -3 3 School District Repress tative Date Paid by Check # 0 70 r 1 -% " v Notice: You may protest'the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in.any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (5300 538 754 PERh11i r.^ APPLICATION AND P RMIT JRCEL NUM6ER BUILDINGPERMIT�4p wq7 SO. FT. I OCC. BUILDING V ALUATIONNO ADDRESS , ki jC (Qf� l par i -e, a >e , �! Carr I �, Qt-FS�30 r -� a $ x sY - 3 (21- rO—'�EAS — — COMMCrO�S KA ME I TELEPHONE r cor(TRAcrUADESS OA'S MANO OA - � a �. o � �L asi .I - CONS TauC TqN LENDER Lf oEA SS MMUNG ADDRESS Fireplace _ Total Valuation S -- - AACHrrECT OR ENGINEER uCENsE NO I b Filing Fee 20 C' ^aCMTEcr OR ENGWEER S MAUNG AODAESS - Permit Fee to CQ•d E - Plan CheckingFee S e�.aourc ADOREss 0vO {, - Energy Plan Checking Fee S cA, PERMIT FEE $ LO NO. SU60NSONS NAYS ►AACEL MAI CL--. C—> ��— �� c�?j Li --j 9— 9 � PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE �j'�� SF O Duplex ❑ Mobilehome �r Other SPECrtv Each Trap 7.00; _ Solar or heat PUMP water heater 1 23.00i Water piping ✓ 15.00:ksoc) TYPE OF WORK -Ne-, ❑ Addition ❑ Remodel ❑ Utilities O Installation )9 Other O I Describe Work: M/ h I ns-�'(� d ; %�eo 5i +— 3 � r�(�Yl �om e— Each gas water heater or vent I 15.00 1�_� Gas i in stem t - 5 outlets I 1 S.00, Building sewer ✓ I 1 5. 0 0—:'ts CPO Mobile Home I S I C' I W I I 920.00' I I PERMIT FEE I s 10 .00 ELECTRICAL PERMIT I Fling Fee: 20.0:. 80av OR LESS Main Service ( xooA OR LESS F"Lc�vc7; >Z 0 -7 -)DQ, ' c' "PERMIT FEE PAlb �/✓y/] 5 SLA S; SHERIFF OTi1Ct� 2 AAk6VNT RECEIVES N INTO �'RPVM;.Q.►EES Main Service 200A TO 1000A 46.00: I i NEW CONST. OW SSj'4 OCCVP. SO, OR AOONS. ( a ACC. RDS. I i 3,5CR.. N Ns MULTFOVTLET w.a•REs�o I @7.50; POwEA APPARATUS - -- a Sr.E oVTLiT CIR I OUTLET OR I=VRES 7' EX. OCCU50 nXEO AVPLNS OR i 1 5,00 Ex. OCCU OUTLETS RESIO EA I _ Temporary Service I 23.00. Mobile Home Facilities 20.00: Misc. Wiring 23.00. PERMIT FEE S • O� MECHANICAL PERMIT Filing Fee 1 20 C3 Heating _ CoolingI i Hood 6.50: ventilation I PERMIT FEW$! Mobile Home Installation FeeEnergy Inspection FoaOccI `ONST"PETOT • L FTO D This permit is hereby issued under the applicable provlsiors of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES 6N I Palo) Rec*iptNo• wHITE•O.D.S.-9.0. CANARY•A33E330R PINK -INSPECTOR GOLDENROD -APPLICANT AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 CORY of Document Recorded 12 -Sep -2003 2003-0063590 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date b,A �i? 2, r M State of California- County aliforniaCounty of T-'-, Lta ME -VSA Rohe r f- e. f oa.-rs til<<n V I— �pi ,ers On before me, personally appeare10 CR Aly �n: � known to me (or proved to me on the basis of satisfactory evidence) to b ns)whose name(s) i are ubscribled to the within instrument and acknowledged to me that helsh tltey executed the same in his/tie let authorized capacity(ies), and that by his/her heir ignature(s) on the instrument, the persons) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: A.P. t!-©�LJ — Ol c�O r �`-1� QMTf110/ pFM;Lt3 �.CMM�IU Cortnrdseion/ 13347N - 10 M"y public - CalitotNa 1<. 1- Abmeda Cottntlr CanwtvF.*Wn 11, 2006 PARCEL I: THE NORTH HALF OF THE NORTH HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M. APN 030-230-143-000 PARCEL II: A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTH HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE WEST 660 FEET TO POINT ON THE WEST LINE OF SAID SECTION 15, AND THE END OF SAID LINE. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH LYING WESTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE NORTHEAST CORNER OF SECTION 16, TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M; THENCE SOUTH ALONG THE EAST LINE OF SECTION 16, A DISTANCE OF 2884.40 FEET TO THE POINT OF BEGINNING FOR SAID LINE; THENCE CONTINUING SOUTH ALONG THE EAST LINE OF SAID SECTION 16, A DISTANCE OF 1237.5 FEET TO A POINT ON THE NORTH LINE OF STATE HIGHWAY 21A, AND THE END OF SAID LINE. 6 DISDECK PUB 'CIO CO Co �nvlr0nmpnta� H�al�h ASG 7c ount, 2 p prf0.? Or VlC ncr vri vq 60 30Vd ONI S3WOH AiIdb31NI 9ZZ0££S0£9 9Z:L0 0 to O X IL CL C� aQ�y 0-„ ,no s ) )04 y -o 0 �1rova1, T Lu oo \ NIS yM c .I.. � tot —� .� ���� Jo �6•�o Decd � d� �D 114' — CO J R a v- �n co cl? � s � y 1 Q Q � co CL- •r � 1 Il Z -- •r- 0 vl� T 00 0 0 O 0 ID 1.9 PO SO L R a v- �n a � � y 1 v � � co � 1 Il Z -- R RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded , 16 -Dec -2003 2003-0087068 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE.OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real propery. ROBERT C. POWERS AND NANCY L POWERS REAL PROPERTY OWNER/LESSOR 131 SANTA FE AVE. MAILING ADDRESS EL CERRITO, CONTRA COSTA, CA 94530 CITY COUNTY STATE ZIP 2812 ORO DAM BOULEVARD WEST INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2116 530 538-7541 B G PPMT TELEPHONE NUMBER 12/15/03 k.�IGRATURE OF LOCAL AGEIPq O CIAL DATE D & A CONSTRUCTION DEALER NAME (if not a dealer sale, write "NONE") 91096 DEALER LICENSE NO. HBOS MANUFACTURING 2003 PACIFICA MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMFJNUMBER H0022217A/B 64'X28' ORE 450806/7 SERIAL. NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'sPARCEL NUMBER AP # 030-230-143 SEE ATTACHED HCD FORM 433(A) REV. 8/91 3 /15/2003 10:51 5305330125 DcaciQdon INTEGRITY HOMES INC 5305330125 PAGE 03 Ordef No. BU -212327.3 MAM The land rettmd to berein is eftuakd in the Stator'of `Celif0m* Cnonty of Bate, and ie dewribed as Mows: TIM NORTH HALF OF 'M NORTH HALP 0F* "M WI1.i' HALF OF THE NORTHWEST' QUARTER OF THE SOUTHWEST QUARTER OF 8EM01415, TOWNSHM 19 NORTH, RANGE BAST, M.D.B. & M. APN 030-230-143000 A RIORT OF WAY FOR ROAD PURPOSES OYER A STRIP OF LAND 60 FEET IN WI DTH, THg CEYIMLOW OF WHICH IS DESMMED A9 FOLLOWS; BEOD"NG AT 'Riff SOUTHEAST CORM OF TNB• NORTH HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOMMEST•QUARTER OF SF.=N 13, TOWNSHIP 19 NORT14 RMGE 3 EAST, M.D.H. & M.; THMNCE.1!VBBT 660 FEET TO A PONT ON THE WILgT LNE OF SAID SECTION 1S, AND nM END Op. SAM LM. EXCEPTINO THMMPROM ALL THAT PORTM LyM yi►1T1M ?H8 BOUNDS OF PARCEL L DESCRIBED HEREN. A RIGHT OF NVAY FOR ROAD PURPWrm OVER A S'1" OF LAND 60 FVAT IN WLU'M LYING WESTERLY OF AND ADJACENT TO THE FOLLOW.M DESCRIBI3D LINE: COMMOXCINGATMM NORTHMSTCORM Of SECTION 16, TOWNSHIP 19 NORM ANOB 3 BAST, M.D.B. & M.; '71i WCC SOUTH ALONG "L"T. L M OF SECTION OX 6, A DI RANE G OF 2884.40 FEET TO THE POMT OF B9(31N>,1W6*y0R L. SAID M. THENCE CON WMO SOUTH ALONG THE EAST LM OF SAID S3CnON 16, A DMANCE OF 1237.30 MT TO A POINT ON TIM NORTH LINE OF- STA'L'E IMNIWAY 21A, AND TIM END OF SAID LD M. Zoe) OTT ' ON S�TO£�S E 3�� I f102i1 A-1111 A371w) G I W VV: OT zew/G T /L0 BUILDING PERMIT NUMBER: 03-2116 Address or location of unit: 2812 ORO DAM WEST, OROVILLE CA 95965 Legal Description of Real Property: AP # 030-230-143 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: ROBERT C. POWERS AND NANCY L POWERS Owner's address: 131 SANTA FE AVE., EL CERRITO CA 94530 INSIGNIA OR HUD NUMBER: 0RE 450806/7 SERIAL NUMBER OR V.I.N.: HO 022217A/B MANUFACTURER'S NAME: H.B.O.S. MANUFACTURING LP YEAR: 2 3 OFFICIAL APPROVING INSTALLATION• & ItIb DATE: 12/15/03 PHONE: (530) 538-7541 H.C.D. 513C Dec•15. 2003 10:47AM D & A Construction 11/cil6VU0 LII 0. 'to I,Ax 10/30/2003 12;07 �v•111b �vvd� o •� a:. i• G' No -7232 P. 2 002/002 15415671484 MARLETTE HOME PAGE 04 !,•..-.t�ri:..�. n%rry .._. ''. - ^-= z NUMBER: `'�SiATEOFGAUFO�tNIA"�' BuSMESS.TVANSPORTA710MAND HOWNGAG6NGY-,s, w j-,� DEPARTfA2NT OF HOUSING AND COp tµUN1TY DEVcZ0a4EN]. ;-•-:::`.=- - cr<• v - .- OM31ON OF CODES AND STANDARDS MAWFACTVRED HOLMING PROCPM c . • .: :: ' - ' :- • ' MANUFACTURE CERTIFICATE OF ORIGIN ; ❑ CHECK W THS M A DUPLICATE MCOENTSR ORIGINAL MCD NO. M ACTURED FSOME OR MU] TI -UNIT M!jNWFACTTI o NOUS INUmBER Lld 5FD (SINGLE FAMILY DWELLING) Q MUMH (MULTI•UNFr MANUFACTUREO HOUSING RRAN5F'ORTA6LE SECTIONS _ 2 r_•n�el�l R IAL •OACH: .. .. . . . OCCUPANCY GROUP MANUPA TURER ENSE NUMBER: MANUFACTURER NAME: HBOS MANUFACTURING LF 1074913 SurgaRS O RETAIL ICE MANUFACTURER ADDRESS: 9t 400 W ELN STREET HERM TOJAI �b GON 9— 8 $102,530 MANUFACTURER TRADE NAME: ODEL NAME AND/OR NUMBER: DA 71E OF MANUFA E: OAKUTIDD- PACIFZCA- 8230 10/22/2003 NAME OF TRANSFEREE ( HI N5FEfiREO 01: CALIF_ DEALER NUMBER OR DA"M OF TlRANSFER! TRANSFEREE DESIGNATION; _...... . INTEGRITY ROMPS 1067714 10/22/2003 DFALER OR TRANSFEREE ADDRESS: -- Svice1740 FEATHER RIVER 6LVID OROVILLE C CA see 95965 ZI NINVENTORY CREDITOR NAmF_ TEXTRON .. . INVENTORY CREDITOR ADDRESS: soba 711 PONHOMME STE 600 ST Lou S[CT10k MWUFACTUN[R StRWL HCO WSI6NIA OR HUD LABEL NUMBER l>iKG'M VrtOT11 WErO 6 W04. e bl ...,...H-022217 ore 450806 :.; 768in 336fln'':62720 1 -15022217 ORE 450807' 768 -in 3361 62720 3 TRAN$PORTFA NAME ••A14ERICAN ... . . TPAMPORTEfi ADDRESS: ^-.. . PO BOX 1630 RE C ND OREGA ,a,, 97756 rzml _ 'DESTMTION FOR UNIT DESCRIBED ABOVE :INTEGRITY HOMES 1740 FEATHER RIVER BLVD OROVILLE Sveet lake 9 5 1 osrtBtur�dir 9mwAfr ol0ahilY IerRer QM 4.s d nn ;: ,��,p/22/2d03 «_ V.. of cmlereve"ft nee.e men am Out mW wmCL JWRMISIT09 UKATILLA OREGON - Ft41LMT Of Mor o STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING SECTION STATEMENT OF FACTS This unit is a: Mobilehome Commerical Coach Floating Home Truck Camper Decal (License) No. (s) Trade Name Serial No. (s) I/ We, the undersigned, hereby state that the unit described above: 0) Da,rn f3Lucl o e S+ , ® e, m rtl RPS cgw btu &u -t tar t zAJUt u o Affiant further agrees to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above- described unit in California, of from issuance of a California certificate of title covering the same. I / We certify under penalty of perjury that'the foregoing is true and correct. Executed on /� g��3 at (Date) Signature of each affiant Address 1740 Feather River Blvd. City Oroville HCD 476.6 (Rev 11/86) Oroville ,California (City) (State) Printed name of each affiant ichelle Freel, Office Manager State California 07/15/2003 10:51 5305330125 INTEGRITY HOMES INC PAGE 02 5305330125 Y' II II NI IN l ill l 1111 l l l lu l 11 l l!� MID VALLEY TTfLS & ESCROW CO. Recd cd' AND WHIM 8ECORDBp MAIL M official q ords I � R09RAT AND NANCY POWERS Count TE �0 131 SANTA PE AVENUE MOM 1. 9RtJ888 EL CERRITO, CA 94530 R! ordepr Ro9�NA A1Cit8W I ��aa ORO -C ffB100Ao1lieleJul•3 I Pat9eyf of e sPaeo Abovt This Lino bar hnorear'e Usc 0a1y A.P.N.: 020.230.143 order No.: 212327MAM Escrow No.; 212327MAM GRANT". -:DP -11O THR t1NDuSIGNED GRANTORa) DSCLAIgM THAT DOCUMeNTARY fR/iNaP&A TAX Is: COVVt7 � :yW X) c�vo�� as hail value I01, ts? paq� e11 veycd, or � X corp ou fun valve Itsv ue of liens a rnwmbru a. at clme of sale, unincorptxaled arca: [ ) Cfty of,., and FOR A VALUA13LE CONSIDERATION. Reoelpl of which le.lieteby eeknoMedged, HENRY T. RUNGEt JR., TRUSTO OF TM AENRY T:It TRV8T UAiGEr 31R. AND CYNTHIA A. RUNGIE L[Y1NG hereby GRANT(s) to RODIRT C. POWERS and NANCY L. POWERS, Rustwgd ad Wife as joint Tenants the (bllowsAg described propeny In the Unh=rpM,ed u.Im of,tK,Cmmty of Butte State of Callfomfe; bEK ATTACKICD LEGAL DESCREP77ON T m HENRY T, RuivgE, 1>Lt. AND CYNTiiIA A. RUN ING TRUST' HENRY T. RUNGE, JR,, TRunn Dorumene Dua: ,gyp �S. 2D03 STATS OF CALIAOANIA )9S COUNTY OP DUTTB ) On JUN2 30, 2UQ3before me, tei�Y n TVAf1�en.. peeeeemuy tl ---- peroentlly leeoan to roe (o► ptpreQ le) me on the bat4 of eadatbreory ovWtrt��tyyttl;•be the WWN) whose n%mep) Idem submribed to Qu within inswoeeet end Aebowledaod to me clot hame/0wy mmea At F= to hWAtffMNr ruUtotwd o It the Inmmu mtt tae person(') or the onOty up" beheN of whkh the pgrwn(s) mieit, :enmomd "Inumnnen� ) end drat by Ntlhet/tlnlr tlanetun!O) on WITNESS my std of ICIA1 Be styrnesre MARY X IMMPOON J�ub�c Riiarn4TO atuft cot�y my 100. t=it . AP t5.20MAO Mail T01.Qt2t9moerc M' CA U12' A Q e limM � AAd«,.w Ar.%^A n..1,.... 20� 0TZ'ON S�Te£�S F 3-nIAOi O 31111 1.3TTW) G1W 147:0T £002'/51/L0 5305330125 INTEGRITY HOMES INC PAGE 03 5305330125 Olde* No, BU -212327.3 MAM Duaipdon Tht land mf and t0 hem(a IB sftit W in the $ieie'0f `CA1ifOm* County Of Bumr, and la desellbed m R►ilowa: PARQRLk TIB NORTH HALF OF M NOR79I HALT' OF ?AE WEST HALF OF THE NORT MUr QUARTER OF TM SOUTHWEST QUARTER OF SEC'ITON 15 3 EAST, M.D.B. & M. , TOWNSHIPTOWNSHIP19. NOIFTH, RANGE APN 030-230-143-000 A RIORT OF WAY FOR ROAD PURPOSES OVSR A STRIP OF LAND 60 FEST IN WtDTF1, THg C,BNTERLOW OP WHICH IS DESCRMBD A9 FOLLOWS; BEtiA+GT 0 AT TIM SOUTMAST CORNER OF IM. NORTR HALF OP THE WEST HALF OF THE NOMMST QUARTER OF 121E SOUMTST'QUART R OF SF.O'l N 13, TOWNSHIP 19 NORT14 PANOE 3 EAST, M.D.H. & M.; TKRNck.wV' .r 660 FEET TO A. POINT ON THE WEST L NE OF SAID SECTION 15, AND THE EM OF, gAm LWE. EXCEPM TI EMPROM ALL THAT PORTJON LyDM yt►TP.E V THE 80UNDS OP pARCBL i, DESCRIBED H6REM. A RIt3H1 OF WAY FOR ROAD PURPUSEa OVER A 9" OF LAND 60 FgBT IN wMU Ly1NG WESTERLY OF AND AD1ACgNT TO 'THE FOLLOWOM DESCRIBED LINE, COMbONCING AT Ma NORTHEAST CORNER 0f &8 MON 16, TOWN s*o 19 NORM RANGE 3 BAST, M.D.B. & M.; 7HENC36 SOUTH ALONG "M'B T LUM OF SRCTION 16, A DISTANCE OF 2S@4.40 FEET TO THE POWr OF BEGIIOMIa'POR SAM LM; INCE CON1'INIM0 SOUTH ALONG THE EAST LM OF SAID SWMN 16, A DMANCE GF 1237.30 FEET TO A POINT ON THE NORTH LINE OF STATE IGGIiIWAY 21A, AND T B END OF SAID I.M. ZOO OTT ON 3- I00b0 3-11I1 A311dr) Q1W VV: OT E00ziST/LO NOTES RESIDENTIAL 030-230-143 POWERS, ROBERT. 03-2115 PERMIT NO. _ � ORO DAM W, OROVILLE Cont: D & A CONST OPEN DECK r. SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY JOB FINALED (Date) h-7- 0 Signature J=OK. 0 = Not OK . = Not Ready NotApplicable` - MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements-Setbacks-Easements Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location-Test-Fall-C/O-Concrete Electric 4. Water; Location-Test-Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete 10. 6. Gas; Location-Test-Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 16. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date • Card B-1 . Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = NotOK = Not Applicable Applicable . = Not Ready 47. Hangers -Post Caps -Anchors -Connectors RESIDENTIAL Date UNDERFLOOR (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning -Setbacks -Easements -Flood -Slope 51. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 18. Water Pipe; Test & Anchor -Nail Protection 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 54. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 21. Test Tub & Shower, Second Floor -Tub Access 5. Stemwalls, Main; Steel-Blockouts-Wrapped Siding -Nailing Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 59. 6a. Hold Downs and Special Anchors Date 7. Slab, Steel -Wrapped ELECTRICAL (Permit) OK except #'s 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 26. Size Boxes & No. of Conductors Stapled 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 12. Electric Underground 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 33. Equip. Clearances Panels-Motors-Mech. Equip. 15. Access & Ventilation 16. Insulation (Single & Duplex) 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 51. 17. Water Htr.; Vent -Access -Combustion Air Baffle 52. 18. Water Pipe; Test & Anchor -Nail Protection 53. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 54. 20. Shower Pan; Test, First Floor -Tub Access 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 21. Test Tub & Shower, Second Floor -Tub Access Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 22. Gas Pipe; Sixe & Anchors Siding -Nailing Veneer 23. Fire Sprinkler; Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 1 ��; •+f.o'rr ar"�s^•�v-.-r-�r c-.'...--.^^-rer .►j0Wu4W.%r-�•--4rp.v---w r•r.s..�'uy"+r'�'+�"stwyws"� COUNTY OF BUTTE y BUILDING DIVISION f DEPARTMENT OF DEVELOPMENT SERVICES �-t 411 Main Street • Chico, CA • (530) 891-2751 q 7 County Center. Drive • Oroville, CA • (530) 538-7541 , CORRECTION NOTICE. OWNER PERMIT NO. i A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of worklis completed. If you have any questions pertaining to this matter, or need additional expianaticn, • please contact this office immediately. . 11 1, I� v S • if I • III r7 • L ' T Date v -�� Inspecto` REV 10/92 f t. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION V 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-756,3,,:7 (Rev. 12/96) APPLICATION AND PERMIT �lf rf6 ASSESSOR PARCEL NUMBER 030-230-143 ZONING AR -5 BUILDING PERMIT OWNER' POWERS ROBERT 51 TELEPHONE - SO. FT. OCC. BUILDING VALUATION 12x30 . OWNERS MAIUNG ADDRESS `'131 SANTA FE AVE. EL CERRITO CA. 94530 CONTRACTOR'S NAME D&A CONSTRUCTION TELEPHONE 821-5850 360 X Open 2 520.00 CONTRACTORS MAILING ADDRESS 868 W. ONSLOTT #J YUBA CITY 95991 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total valuation $ 2. 520.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS �1 F o� Energy Plan Checking Fee $ $ PERMIT FEE $ 10-9,10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other " `11T' A SPE Iry Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtheV Describe Work: 1939 R)=DWOOD- T1� F�`u AT�4('K_PQn�rul 0� (OPEN) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in f II force and effect. License Class Lic. No. q b—i 3(0 4 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO LOOOA 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( & ACC. BLDS. 3.5¢FT. NON.RES D. OUTLET IRCUITS @7,50 POWER APPARATUS & SINGLE OUTLET CIR. 20 Ex. OCCU . OUTLET OR FD7URES @'.50 BAL @ .50 LIIS Ex. Occup. OUTLEEDTSA R D°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation in urance carrier and policy number are: Carrier `�-}(�P d . Policy Number Il.nme_-- -A (The above sections WbeV'66115e, completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date -1 �� _ �3 Signature of Applic nt - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavation er Sb" dee aemolition or construction of structures ov 3 s i s In e' Receipt No. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PIN -INSPECTOR GOLDENROD -APPLICANT MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE VIS TOTAL FEE $ p HAZ. __ D. FEES ___ XIMP FL FLOOD COF ___ PARCEL Po H This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ey D to Q l D3 PERMIT EXPIRES O U1V to >li►'Y�{'iM'�^"+r r.•� �'`skf� i(��1a'ri��`i ; •'OM1 k. COUNTY OF*'BUTfiZ-,DEFAfPTMENT;OF.DEVEL MENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)533-7541 Fax (530)538-2140 s PERMIT APPLICATION DATA SHEET OWNER: t ASSESSOR PARCEL NUMB 3V Proposed Building Use: G- �-------Counter Technicia : Date: 7 ✓ .� emsre fired in ordJ to apply for a permit. All boxes MUST be checke 4 O marked NA in order to apply. 1.. P lans, 3 or 4 sets, signed ty the preparer of the plans. ❑ Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by th_ a engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8.. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ , ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ; ❑ 10. Letter of intent for non-residential buildings......................................................:.. 0. 11. Detached Accessory Building Form filled out by the owner .....................:............... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14: Fees as shown on the attached Schedule of Fees Due Sheet ..................................... 00 Statement of Intent for Non -heated and A/C Buildings .................................. 1 16. Sanitation and plot plan approval from the Environmental Health Department in%d(;a ►t ❑ 17. City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... Y ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have- been informed of the above items and requirements for obtaining a building permit. Applicant: �'f VJ��i�,J�'J�.�. Date: 1. Index permit application for the above items numbered: 2. Additional items required Co r esigner, owner, was advised cf the above data by Contrac o , designer, owner, was advised of the abo e data b ans reviewed by: ('/ Dater Structural reviewed by: Date: Note transfer by: Date: Yellow: Buildine Di Plan Check Letter ❑ mail, ❑ counter, by V'JU Date: 'O mail, ❑ counter, by Date: ;approved by:Date: t fal'approved by: Date_ •}, AND WHEN RECORDED MAIL TO: •.^" BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Silt* o3M114 ( 203-0063594 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:53PM 12 -Sep -2003 REC FEE 10.00 CONFORM 1.00 Kathy Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations _ including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date. 2803 .,Rober+ C. At-lers State of California ) County of )N Lta mlE%JA ) O° ST ya�W 3 before me, personally appeare R personally known to me (or proved to me on the basis of satisfactory evidence) �btheinscj�( n)whose name(s) iare ubscribed to the within instrument and acknowledged to me that he/sh they executed the same in his/he e� authorized capacity(ies), and that by his/he heir ignature(s) on the instrument, the persons) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: A. P ' t< ��L J "-' c� O �wM4Minitlp�lrii pwtrt;l.�s �� •C�l�y lowCommon/ 1334:04 Qpm C4M* Nobly Public . Cat OW& 11 Alameda County Caem. ExpKes Jan 11, Zoos , 16.6 bwk w-� PARCEL I: THE NORTH HALF OF THE NORTH HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M. APN 030-230-143-000 PARCEL II: A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTH HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF _SECTION_I5, TOWNSHIP 19.NORTH,,RANGE 3 EAST, M.D.B. & M.; THENCE WEST - - - -- V 660 FEET TO POINT ON THE WEST LINE OF SAID SECTION 1.5, AND THE END OF SAID LINE. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH LYING WESTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE NORTHEAST CORNER OF SECTION 16, TOWNSHIP 19 NORTH, RANGE 3 EAST, M.D.B. & M; THENCE SOUTH ALONG THE EAST LINE OF SECTION 16, A DISTANCE OF 2884.40 FEET TO THE POINT OF BEGINNING FOR SAID LINE; THENCE CONTINUING SOUTH ALONG THE EAST LINE OF SAID SECTION 16, A DISTANCE OF 1237.5 FEET TO A POINT ON THE NORTH LINE OF STATE HIGHWAY 21A, AND THE END OF SAID LINE. INTEGRITY HOMES INC '� Gti��'oi! loi�cnitsuo- V a 0 (�I-ca,� b Nati (aYDAS `Jvws Iad ,5) Z, vo J o- 1009 ,099 ,00t M ,zee r 1 1 y u - o o t� LO Z 5 p-- 2PJ 0 o- 1009 ,099 ,00t M ,zee r 1 1 Building Permit N ber: 0 Owner Name: T f lj+ 0 Residential Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, HN.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note:--We-will--normally-accept-the-f6llowrng as compliance with the fl d 1 requirements: 0o a evatron 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). I Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page l of 2 Building Permit Num r: 03 -7 -115 - Owner 3—Zj 5 - Owner Name: 0 w Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of feet from the side and feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 TE G PLYWOOD CC EXT L14 9,((,' DF*2 2'1V DECKING (ALT) GIRDERS I'/a' TSG PLYWOOD CC EXT: � 2"x4" w -\ , -\N MOBILE HDME �r OR DECK m a . MAX 48° MTL. FRMIJ = — — • MAX. �CL(EA. DE 9'MI u \ y ....r A BY V -- C 'x4' POST "0 Z ::4 X C7 I n *L2DF. a c0 z 2'<4" PRESSURE M 0 ,� -- (2) /a 7 RfATtP eR GIRDER D e MIN' 60LTS ��RF�W000 1�A7`F. A,X9" POST �� 14 MIN. 6 - /z - ?0 - ADL-QU4TE D,0600Al. f3RACIN�. TYPICAL RESIDZIM1I1- 5TKPS ANo/�p�CK COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville. California 95965 Tnl Mhn— n, X � Q to I`- _ _ -` -{ — ` pN T � zo FRMN G. — CLIP = 2' x 12" STAIR STRINGER. 48'0.c,. MAX. 70F VIEW HAUDQAIL NOT SHOM FOR CLARITY. A�\ r3/g" 60IT 14 z GrUARDRAIL j4 "MAX. - DECY,IwG PRECAST PIER -�. G' - ' T x 4" KN. FOOT I N6 300, O goo' e 3w L 17 1001 60 � 2 6-� a hots @ - ut0TE: See the attached Re idential nr lrtinn Recuirernents 2 Oro -,OCL, Pages Or-t�v►�le C� GSG(�Co . '- azo 3 ianragqe z�' WeQ 27' P-A)CU q -- 50 rn�zr ioc toY� MBIli �r i goo 1 Z4(' )001 p3-z//s ;U`f rE COUI NVG ®EPAE C al 8 V = 50t sn,a11 s9uare) AP H O 30 — Z30 —1* 3 V A AES. F 1 -v Cn E o O Via` It i(� V A AES. F 'Lm 5LP.10.2003 9:22P_PAC BEI-L• RICHMOND NTEC N0.579 P.1/1 PAC BELL RICHMOND i■ CS ' �-ir oIOU LC it 3411 i ! ' etL ANG ' Witt 1; • SITE PLAN REVIEW APIPLICATION _ Date: Iel0,3 AP# Permit Number (if applicable) 03 APPLICANT INFORilATION Parcel Size: �,¢ C► Owners Name: k0v Cj Owners Address: _ ,00. /3o x , % . , o 7 7 d . ' 9 Telephone No.: '5 -J51 -119n Situs Address: opo �r9m .8w,� Proposed Use::. Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home - El Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel rO Septic Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVEL OPjVfENT SER VICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By Date Q -- Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY �- t, v Parcel Is In: ❑ Snow Load Area: • • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ - 100 -Year Flood Plain: (See attac ed) • Flood Zone: • Flood Panel No.: 0 `? '] 0 C__ Index Date: 6 _ El C� g ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California ReclamationBoard) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: AR - Applicable R Applicable Building Setbacks: 17 Setbacks draw -n on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front E Side I Side Street Rear O Height Waterway N/A N/A N/A 17 Setbacks draw -n on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula • ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito Impact ® A I H C25� Lf C'0 Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) L Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: y -1 '91 - 9 1 Legal Access Provided: ❑ No ® Yes Deed of Reference: q I - O 1 S 2Legal Access Required [-INo EDYes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: "Oli c- p -P cp9-r!,,(-u pyJ e_e ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements •---------------------------------------------------------------------------------------------------------- . ----------------- Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: • Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Pul� Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 • ❑ of ------------ Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:V,fy Documents'•8wlding Permit Site Plan Review I Am Page 5 of 5 a. Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:V,fy Documents'•8wlding Permit Site Plan Review I Am Page 5 of 5 _J Building Permit Num r: Owner Name:' Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California -Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, HN.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required —-Note:-Wewill-normally-accept-the fol requirements: lowing as compliance with the flood elevation 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 J Building Permit Number: 0. - Z Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of feet from the side and feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. f: Page 2 of 2 m CD w c� Q 0 z H W. x 0 } H w (D' w z H JY LO N 1 r1 0 m m. m z LO CD m LO 0 m Lr) Tj ��. <mz NIP 0 .PACIFICA 6428-8230-3 hlj�v 26`-e x 64'-0�,v, £ � 11707 SQ. 'T IM/ `� Q. r '-a*I MOBILEHOME INSTALLATION DATA 1 1) Owners Name: 'RO)Cer-� �Uet'S 2) Assessors Parcel Number: 'DS(� Cu�5TB�.te#iant 3) Installers Name: 4) Is the site currently under permit? Yes [ ] No [X] Permit No. 5) Is the site an existing site? Yes[ ] No [k ] (If yes, furnish two plot plans). 6) What is the electrical rating of the mobilehome?00 Amperes. 7) What is the mobilehome site circuit breaker rating? Amperes. 8) What is the electrical rating of the mobilehome site? Z®o Amperes. 9) Is the main service remote from the mobilehome site? Yes [ ] No [x] If it is, what is the rating? Amperes. 10) Is there any other electrical load to be served by the mobilehome site electric service (ie well, garage, etc.)? Yes [ ] No [x] If yes, please identify the load and size: a) The mobilehome site: Load- Amperes - b) The main service: Load- Amperes - 11) Type of gas service at mobilehome site: Natural a Propane pc.] None [ ] 12) Size of gas pipe at the mobilehome site from the meter or tank: 3/4" . 13) What is the gas pipe length from the meter or tank to the mobilehome? L5 I (ft.) 14) What is the mobilehome gas demand? B.T.U. * *(This information is not required if the pipe length is less than 6 feet on natural gas or less then 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION I RR,,1 BUTTE COUN1Y 0-lUI DIM.3 DEPAR T ME Q L MOBILEHOME SUPPORT DATA Mobile Manufacturer: [` o r1Q4-AZ Manufacture Year: Z0x_)'3 If other then single wide, fumishSetup Model Number: :taZ0_3 Width: (ft) Length: (ft) Tagalong or Expando Size X On all mobilehomes manufactured after October 7, 1973, furnish manufacturers installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade Other: SUPPORTS: Concrete block [K] Other: Provide Tie Down Specifications for all Mobilehomes: T�d elan 1da3`dF SPA Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line I Line I Line 2a Lne2 Main Beanu Line2................................................................................................ c 2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams ....................................................................... ........ Linc 2 . ................. Line 1 ................................................. ine S Tag or Triple c4 inC I Line 1 Piers: Size minimum: Spacing maximum: From ends -max: Line 2 Piers: Size minimum: Spacing maximum: From ends -max: Line 3 Roof Loads: Size minimum Location (from rear): Line 5 Roof Loads: Size minimum Location (from rear): Line 1 Openings Size minimum: Each side of openings with width over: Line 4 Piers: Size minimum: Spacing maximum: From ends -max: `2K 3o 5,4 -12T 5q*,6e x3a 19,14 U 4_,y3a 3B ®'ofl I3 y''tI,, p u1, ,,_i eta1, S BUTTE COUN F ` ULDING DEPAPTME ' 4 P P R Q V F Qpb =-*kWo a a 4 -DIMENSIONS SHOWN ARE ACTUAL FLOOR BOX -SIZE: DOES NOT INCLUDE SIDING AND ANY SET UP VARfANCE. I DOOR PATIO DWR I •A111!A • 991f• ao RfA? +--� ----- --- -+ s +- - - + s + -- - + �- '--+-�-� - -•- --- - + + ----- -- Mo. , r--- -� DETAIL A - � aooR ; •-- ' ------- _------ —--- �------------ —------ _---- --_—- ---___J 36' -ii J/4 --9'--8 1� 0'-3 111r— m7T UNDER HBOS Manufacturin . LP �PB.�delian Av 17 F m in �+n7 .ew nee Y� y1lLs.trlr [ �+ I.) l�d� 7b hut�rL�lAM lna"etr n Yanvel Par Plan+-1-8_AX IWHF Marlette �1Ytut L7at�}ytaL�._ L-p� o Y n ..L IVAlf ��Io Her� •I�r�e� --"— — .f. Fas�iBJa tm A7l wd� fb 06LIn JI eL;Le R.ntj( 1&„�+ a) MAN -jr 384'BRCX' rO OYF ff _ e vms rmoar. MEE raa it -' � - n'a l tm1- xrtoan,ulu - �+ Jfi ilne Pler 1LvaPler 1Lva�. f(�6i Q r L FOR PERMITS ONLY UTILITY LOCATIONS SL!BJF CT TO CHANGE j HBUS Manufacturing, LP Marlette. , am - 3 x F rr m a n D G) M (31 UTILITY LOCATIONS SYMI DESCRIPTION DISTANCE FROM END 1 FROM SIDE I GAS INLET @ 17'--8" @ 2'-0„ _ 2 DRAIN OUTLET @ 16'-4" @ 5'--8" 3 WATER INLET @ 17'-0" @ 0'---10" 4 ELECTRICAL INLET @ 26'-6" @ 1'-4i4" 5 ELECTRICAL X -OVER @ 31'-4" @ 13'-4" 6 • HEAT DUCT X -OVER @ 3'-2" & 55'-6" @ 13'-4" 7 MATER X -OVER @ 35-4" @ 13'-4" 8 DRAIN X -OVER @ 16'-4" @ 18'-B" 10 GAS X -OVER @ 1.7'--8" @ 13'-4" ROOF ZONES (LOAD IN POUNDS SUPPORTED BY PIER) BP -#,, #,, LOCATION 20# 30,A 40# BP 11 @ 0'',-L0"� 266 _ 3556 4446 BP�f 2 @ 1 j7'r 41� 4267 5689 7112 EP 3 @ 21'-4" 3199; 4266 5332 sP=4 5 @ - 29'- 4'' to 2931; 13731 3908 4885 EP, @13fi-0 4975 6218 BP- 6 „ @ 48,-0,, 5590 7465 93,31 BPL7 @0 4 u-0 __9 9 4266 5332 FOR PERMITS ONLY UTILITY LOCATIONS SL!BJF CT TO CHANGE j HBUS Manufacturing, LP Marlette. , am - 3 x F rr m a n D G) M (31 i 20'-0" (DBL. BEAM) t 20'-0" (DBL. I—BEAM DOOR F r-------------� I-2'4"-3--571" ;NOTE THIS AREA MUST ; --9'— 85/16's — E 1I,�'AIN�t�L� ; 36'-11 a" 46—V6 L--------------"' - DETAIE-A •mc,. ,chum. AT X! e.w AWItb �=,re,��— J.) Rater to r AUA n m o ton HABURI !or L mi d/ ails ter edbte eel.eva 17 ru.� �..-5.�.. FbindeLMn lileai_1rmn±e^�� r— mm AUX PMZ 21 Main Frame m it Sofbark Manufacturing,HBOS 11111��1:�'li:lllN�� , 00 11�'1�����MLt\F�ri1G7+.� 'Ln SEP -10.2003 9:22P BELL BELL RICHMOND NTEC NO 579 P.1/1 I; PAC BELL RICHMOND i■ •'.►u? :.twoftaA (Z :Lc 1107 I ` , 1 _ 1 • ' 1 • Ova. 4�, BUTTS COUN ' OILGING DEPARTME.. ` e. c , �� + i o -�� a ��. CA 114 °=) �`dc�;�rn e�� (s hogs e; '3001 0 ,Zoo v 3w 100' I NOTE: See the attached midentlal Costructaan Uro tea- Requirements Ort�v►Ll.e C� GSG(.:QCA � � Pages 1z, C� 3o1 b �0i �36r � Garage. .r 660' 600/ ,Suol y,o� f 2t S PLANNING DIVISION. BUILDING PLAN APPROVAL o k, , Use: Date: �" 1 Parking: Landscaping: 1 -211 Qoo i3U 1 / 1 t COUN- Y RUILDING DEPARTME APPROVE -: J 50' ('S' yor .5vnall s9uare� APP O30 -x,30 -143 rn °n s— 0 0 L—�