Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
069-580-030
-Butte County Department of Development Services T 069-580-030 •_.. • ; 4; _ .06-1269 SCURLOCK, JIM 74 HERCULES, OROVILLE Cont. MIKE CARLEY PORCH(COV) - r, ; I L APN: Permit No. Owner. Site Address: Contractor. Type of Permit: C 3- SPECIAL CONDITIONS CHECKED BY ❑ SRA Q FLOOD CERTIFICATE EQUIRED 0 FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMIT CONDITIONS Q SUBSTANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID Q ENV HLTH CLEARANCE DATE JOB FINALED: t 2-7(0 v .SIGNATURE: +=OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS - DATE PERMANENT FOUNDATION 0 SOFT -SET. --DATE 10 E C S•C O V E R S'C A R P O R T S •G A R A G E S 1 Zoning -Setbacks -Easements o g.Setbacks-Easements 2 Solis; Special MH Support Sketch i tgs; So1lsSz-Spacing-CnnctrsSteel 3 Sewer; Loctn-Test; FaII/C/0-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator } 3 Pec4s, Girders/Joists-Ocking=Brcing S rs-Duard/Handrails 5 Elec Loetn-DIrnes-Drnd -Am -Concrete 6 Yard Gas; Loctn-Test-Wrap • Nat [ or LP❑ WWood Awn; Posts-Beams-Rftrs-CnnctrsShthg• Frmg-Brcng Inch Sz Ft Lngth 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 7 Blckng; SzSpacing-Marriage Une 6 Carports; Wndws-Doom 8 Gas; MH Test-Demand-Valve-Cnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakem-Cimcs 8 Fang; Sills-AnchrsStuds4btrs Tnuses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Nailing -Veneer -Stucco -Lath 11 Wtr & Sewer Connected -CIO to Grade e 10 Roof; Shthg-Roofing 12 Gas and Electricity Tagged , 13 Tie Downs ❑ Foundation ❑ 11 Ext; Steps -Doors -Landings 12 Braced Wall pnis 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE IFOOLS ' 1 Setback3-Easements l 2 Soils; Compaction -Structure Stability - 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men-Uning 4 Elec Reptcls"ng; Distance -GR • o� X41 �� 5 Elec Pool Lting; 15 volts-GFI 6 Ele.c Enclsrs; Conduit Entries-Terminals-Usted 7 Elec Bonding; Metal w/V-Crcltng Egp-Htr 8 Elec Gmdng; Eqp w/5'.Crcltng Eqp-Pool Ightg Boxes-Enclsrs-pniboardsansultn to Main Conduit 9 Health Dept Apprvl . 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide g• Y� 'y Pool Drawing Ti. k. w :,•,.r. >-w_..•t -.. .. o ma..... — .. Not RESIDENTIAL (Single & Duplex) 1 Zoninoetbacks-Easements-RoodSlope 2 Ftg Main; Soils-Elec Grnd Ft4 DRth 3 Ftg Garage; SoiisSteel-Elec Grnd Ftg Opth 4 Ftg Porches/Decks; SollsSteel Ftg Dpth 5 Stemwails Maln; Steel-Blockouts Wrapped 6 Stemwalis Garage; Steel-Blockouts Wrapped 6a 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 11 Wtr Pipe; Test Anchrs-RgWService Test 12. Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MateriaiSupport4nsultn 14 GirdersSilis-SillsBoltsJoists Vnts-Cripples 15 Acc & Vntttn 16 Insulation o'A ds, 90 0`� DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders 8 fir Nailing 20 Draft Stop In Wails (rat proof) 21 Fire Stops; Furred CeillngsStairs-Chasers-Tubs 22 Headers B Bear isS &' Bearing' 23 Hangers -Post Caps-Anchrt-Chnctns 24 Celli ng Joist-Rftr Tles-Purlin-Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue=Frplc Throat Cimc 26 Attic Acc; Sz &Rmz Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctri 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 PrtctnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insulin -Walls -Ceilings 39 Infiltration -Walls -W ndws 4t e DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns 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 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ya D CU or D AL AC Wire Sz ga D CU or D AL 48 Range Clic Qa DCU or DAL Oven Circ ya D CU or DAL Insulated Neutral DYes F-1 No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Cirnes pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 4. 0 o'' 0 PLUMBING 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 fir -Tub Acc 57 Test Tuti & Shwr, 2nd fir - Tub Acc 58 Gas Pipe; Sz & Anchrs ' •' 59 Fire Sprinkler; Test 60 Yard Gas.Piping up►�t MECHANICAL 61 AC Ducts Insultn & Support " 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrfiw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pith -in K Furnace in attic v1� 66 Ext Steps -Door & SldeLt Prtctn4.andings 67 Smoke Detector 68 Furnace Vnts-Clmc-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 Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clme-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd Air -Gap -Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct In Garage -Damper. 80 Wtr Htr; Vnts-CImc-Com Alr 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 Dmge & Wood -Earth 86 Clrnc Dmge Planters D Yes D No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Pimb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntitn thru House 93 Glass Prtctn 94 Corrections from previous lhspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler 100 0`s dam. s. .iv— BUTTE COUNTY PERMIT•NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP061269 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO). OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/27/2006 APN: 069-580-030-000 the Business and Professions Code, and my license Is In full force and effect. 7� ���i� License Class: �_ License Number:. -T Site Address: 74 HERCULES AVE ORO • Map Index: Date: Contractor:! Description: COVERED PORCH (936) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a to construct, alter, improve, demolish, or repair any structure, prior Owner: SCURLOCK JAMES &KAREN permit to its issuance, also requires the applicant for such permit to file a 74 HERCULES AVE signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95966-8810 she is exempt therefrom and the. basis for the alleged exemption. Any (530) 589-1635 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: MIKE CARY CONSTRUCTION Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does 14 IRON HORSE LANE such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not Intended or offered for 95966 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 533-2165 proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner. of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, Contractor: MIKE CAREY CONST and who contracts for such projects with a contractor(s) licensed 14 IRON HORSE LANE pursuant to the Contractors' State License Law.). • OROVILLE, CA ❑ 1 am Exempt under Article 3 of the Business and Professions Code 95966 (530) 533-2165 LICENSE: 731140 Date: Owner. License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Carrier: Total Square Ft: 936 S.F. Policy#: Valuation: $14,976.00 I certify that in the performance of the work for which this permit is In manner so as to Census Code: issued, I shall not employ any person any j become subject to the workers' compensation laws of California, ¢I L�. and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Cade, I shall forthwith comply with those provisions. / L(1 Ql(1 Date: 2-1 I q0. 5, Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one in addition to the cost of hundred thousand dollars (5100,000), 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 Code and/or I hereby affirm that there is a construction lending agency for the Reso uli ns lbdo wor41rLdfi ed a ove for which fees have been paid.(��performance'of 0 the work for which this permit Is issued (Sec 3097 Clv.) /- Date: Name:ByPERMIT 61-97 EXPIRES ON Address: r„ (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. O Notification in accordance with Section 19827.5 of California Health & Safety Code isnot applicable to the scheduled construction of this project. O 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 I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby all county and state laws relating to building construction. authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: �i %Z+ A2_Signature: f .Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor ' o. k.. ounuwng Term- 1-4 ra BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT'NO. BP061269 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/27/2006 APN: 069-580-030-000 the Business and Professions Code, and my license is in full force and effect. O License Class : �_ License Number: .Z3//e_ Site Address: 74 HERCULES AVE ORO Date: Contractor: 1 Map Index: Description: COVERED PORCH (936) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: SCURLOCK, JAMES & KAREN to its issuance, also requires the applicant for such permit to file a 74 HERCULES AVE signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95966-8810 she is exempt therefrom and the. basis for the alleged exemption. Any (530) 589-1635 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).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044,'Business and Professions Applicant: MIKE CARP CONSTRUCTION Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 14 IRON HORSE LANE such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for 95966 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 533-2165 proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner. of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: MIKE CAREY CONST not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed , 14 IRON HORSE LANE pursuant to the Contractors' State License Law.). OROVILLE, CA ❑ 1 am Exempt under Article 3 of the Business and Professions Code 95966 (530) 533-2165 LICENSE: 731140 Date: Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ , I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ 1 have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Total Square Ft: 936 S.F. carrier: Policy#: Valuation: $14,976.00 Census Code: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to t CJ`s become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. nrA J-�tl t/lD Date: 4:_.� 2 iG l qV. 50 Iylpplicant: Failure to compensation coverage is *-i &c 175 WARNING: secure workers' Unlawful, and shall subject an employer to criminal penalties and one l Hundred thousand dollars ($100,000), in addition to the cost of &TOG CQompensation, cdamages 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 Code and/or t I hereby affirm that there is a construction lending agency for the of the work for which this permit is issued (Sec 3097 Civ.) Res*t@ns to do work i di ted a ove for which fees have been paid. -2,1 performance BY Date: Name:- PERMIT EXPIRES ON: Address: (Date) I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. i O Attached are copies of the required E.P.A. notification forms. 1 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 stale laws relating to building construction, I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. op Pint Name: �% %Z; -A Signature: Date: 'r . ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit u1 -lb -04 pg 1 ffii15.°1�1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** ��1.� ,;tv►10 OWNER INFORMATION Last Nam irstNN the Address City aA2o LLL Sta, 11c, .• Zip �fp Phone Fax E-mail CONTRACTOR Name Address CityC)/Zau/�.G� StaC� r� . Zip�S 1r� Phone�� Fax ' E-mail Lic, Phone - APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone - Map Fax E-mail Planner J / / (�/ State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: tzv Zoning I At Flood Zone Cross Street -6 G SRA I Yes I No Occ. I Type Const. Subdivision Name Map Page Lot # Planner J / / (�/ —Book Date (p e eco ^v pl.0 � OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # PROJECT LOCATION AP# Ufl . W) - (0?)(:) PCrooperty Address / City Cross Street -6 G WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: Sq FT- Living Garage Open Cov O Structure Built without Permits O 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. ere uired. 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: 60 Amount: ,1z Bldg SRA Receipt #:155512- Sheriff `J"�C �� SMIP Date:OGOther 91 dd, 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 A/C 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 KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: r I Cii ASSESSOR PARCEL NUMBER OCO `1 V Proposed Building Use: OowreA Porch Permit Technician: Date: S---2(0 _0(0 IPZZLtW47 uired in ordet�Q in apply for a permit All boxes MUST be checked OR marked NA order to apply. 1. Site plans, 3 4 sets, signed by the preparer of the plans. 2. Complete plans 3r 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 faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remping items needed to issue the permit (May require additional plan review upon receipt of the following items.) ON � 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable SEWER(LOAR39 ❑ 15. Fire Sprinklers ............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ / 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. V%0 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. 23. Planning approval for (A) Use: v" (B) Parking: (C) Parcel Check: Z...... ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ / 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other. ❑ 37. Other. When issued Telephone hold for pickup. IO2L4-`%i7L/� I have been informed of the above items d requireRents for obtaining a building permit. 2�Applicant Date: S 2 e - O 1. Index permit application forTe above items numbs : A Plan Check L fter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer r, was advised of the above data by ❑ phone, ❑ mail, ❑ er, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved y: Date: Note transfer by: Date: Yellow: Building Division BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecountV.net/dds . PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner SCURLOCK APN No: 069-580-030 App Date: 5/26/2006 Permit No: BP 06-1269 1 , BUILDING PERMIT FEES ESTIMATED AT APPLICATION . Plan Check portion of Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 Permit Type: Ci Subtype: _ Permit Desc: . New 00krtd Porch $315.00 $126.00 $189.00 Balance of Building Permit Fee 0 0 1 = $204.98 NON-REFUNDABLE portion of fees due at application $126.00 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $126.00 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $1'90:50 $189.00 JAWt7ll� (�-?.7 ty, $1.50 RECEIPT DATE Tech/Asst l i , 2 5/26/06 Kourtni 4 5 6 7 7a 8 Balance of Building Permit Fees (from No. 1. above) SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: . Other*: IMPACT FEES - RESIDENTIAL* Applications After 04/15/06 8486.40 IPer Dwelling MFD r r�_W� County 4249.11 3183.54 3238.72 Chico Urban Area 6146.23 4538.82 5648.44 EI Medio Fire District 3249.97 2385.76 2422.68 North Chico Specific Plan Processing Fee is automatically added to impact fee total 0 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Government rode Section 66020, you are hereb otified those Items followed by an "*" may have been imposed oFfyour proje t. You have 90 days from the date of approval of the porject or from the impostio of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K./Building/Forms/Schedule of Receipt Fees Residential 041506 L. A SR -1, SR -3, SR-1/PD 8801.091 7395.041 8486.40 �c R-1 8897.09 7491.04 °c 8582.40 R-2 8390.09 6984.04 8075.40 R-3 7604.09 6198.04 7289.40 RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 0 $100.00 9 WATER TENDER FEE (root collected when impact Fees Applicable) Enter Bat.# $200,00 � DRAINAGE FEES* 10 CHICO STORM DRAINAGE 770 Butte Creek $7,997 MASTER PLAN 771 Comanche Creek $8,341 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 New construction, vacant 774 Lindo Channel $8,267 land, on 1 acre or less - 775 SUDAD Ditch $7,211 Enter 1 or less acre value 776 Mud -Sycamore Creek $6,275 RECEIPT DATE Tech/Asst 777 PV Ditch $8,893 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA . $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Government rode Section 66020, you are hereb otified those Items followed by an "*" may have been imposed oFfyour proje t. You have 90 days from the date of approval of the porject or from the impostio of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K./Building/Forms/Schedule of Receipt Fees Residential 041506 L. O9Y PRTMENT OKI fit) T 7'�r t \\ o ° c� U 14, Ave1.1c WOQ,``e Department of Public Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: e o Project Location and/or Parcel Number: I�/�%LG u2-E'� By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that 1, therefore, do- not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: dltiit�� Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Rrvieed 5/7.4/04 NOTES r x RESIDENTIAL F069-580-03�0' 03-3492 C�{SON, DENNIS_PERMIT NO. IAL1 -HERCULES AVE, OROVILLE Cont: OWNER ++E I NSF W/ATTACHED GARAGEAr 1 t. �Y 9 t � \^ h a ' ` J p i �1 r) L r •' y SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By --y Date ELECTRIC Meter By Date =By @BTIr— ELECTRIC Meter By4Dat r7 OB FINALED (Date) Signature �"� CHECKED BY J=OK 0 = Not OK . = NotReadyable Card B-1 Date MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s .Card B-1 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. 8. Gas and Electricity Tagged 11. 9. Exits Date •12. Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card 13-1 Date 2. Footings; Size -Spacing -Marriage Line Card B-1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. 5. Drain; MH Test -Fall -Flex Connector 4. 6. Water; MH Test -Regulator -Connector 5. 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 Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 11. Cert. of Occupancy Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date .Card B-1 Date PERMANENT END SYSTEM (ONLY)' • . 3. 1. Zoning Requirements -Setbacks -Easements 4. 2. Footings; Size -Spacing -Marriage Line 5. 3. Blocking 6. 4. Gas; MH Test -Demand -Valve 7. 5. Electricity; MH Test 8. 6. Water; MH Test 9. 7. Water and Sewer Connected 10. 8. Gas and Electricity Tagged 11. 9. Exits •12. 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Date Card 13-1 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 = Not OK - = Not Applicable . = Not Ready 1 RESIDENTIAL (Single & Duplex) Date UND FLOOR (Plans) OK except #'s f Date FRAMI G (Continued) 4pning-Setbacks-Easements-Flood-Slope Han ers-Post Ca s -Anchors -Connectors Ftg., Main; Soils-Elec. Grnd.-/ `f t" Ftg. Depth ling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtn Date FRAMING (Permit) OK except #'s ills Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 65 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing ies or ype A Flue -Fireplace Throat Clearance Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing -RC Channel operty Line Firewall & Openings Dpors-One 3' -Check Garage 3rd Story, 2 Exits airs Width -Headroom -Rise -Run -Landing -Fire Protection /§,6elPTywLood on Roof Overhang -Attic Vents -Rafter Outriggers 9 idina h' -"',n Veneer L58!Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access J9__f*fffi_nq Area -Glass Protection -Skylights -Plastic j �(p ' Shear Walls; Nailing -Bolts 61. jilface Interior/Exterior Wall Panels e7 2 ,Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date p� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL I s OK except #'s _ Steps -Door & Sidelight Protection- Landinas 6&!Furna5ents-clearance-Comb, Air -Connector - In aqe; Above Floor-Ducts-Mech. Protection •:I. & Bath Fixtures & fa- ess-Spa c. Trim & SubDanef. Breake zes & Labels Z - Fi5pWce or Stove, Clearance -Hearth lec. tlets at Wood Panel, Int. & Ext. Clearance 74. . O ets & Receptacles at Kit. Counter 7 e Fire Door; Swing -Landing -Closure -47. Wtr. H., ents-Clearance-Comb. Air Connector-P.R.V. i ge; Above Floor-Mech. Protection P .; E Mech. Equip. Listed for Location 7 . EI eceptacles in Garage (F.F.I.)-Romex Protection la ' n -Foam -Looked in Attic G d Rails .& Deck Construction -Post Caps Fdn. V2ents & Crawl Hole Door 9r9i.nage & Wogd-Earth C rance-Looked under Floor O Yes / 83' FollowiiWb=./Drive GAO NoMalks Wle-s O No/Planters 0 No 84. S c rnis g v . A. nit Disconnect, Electrical -Plumbing Vents A C Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. W r Welf, Disconnect, Electrical, Plumbing E to lec. Trim, G.F.I. Receptacle -Underground 8 . Veit i ation throughout House 92. -Metey. Tagged, Ghs-Ele6trid ater & Sewer Connected -C/O to Grade -HD Approval (Mn_qMfCompliance Certifi9/ate-Other Certificates Ae'Address Posted 96. Fire Sprinkler Date d- Card B-1 tVZDate Card B-1 Date q Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: g., Garage; Soils-Steel-Elec. Grnd.-I. Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. H owns and Special Anchors Y cj,t '_ . Slab, Steel -Wrapped a a,a/ 8. Pjer Fireplace Ftg.-Steel W..; Fall -Fitting -Test -2 Way C/0 -Sewer Test Gas Pipe; Size Anchors -Yard Gas iping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLU BING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection 49- D ..; Test Fittings & Anchor -Nail Protection U . Shower Pan; Test, First Floor -Tub Access t est Tub & Shower, Second Floor -Tub Access Oe -15_ s Pipe; Sixe & Anchors Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s fixture & Transformer Clearance -Ins. Protection 95—Ere-c. Receptacles Spacing -Lights & Switches at Doors ZSr-Siz—e Boxes & No. of Conductors Stapled hex Installed Close to Edge of Studs & C.J. AAef-q_uip.'Ground made up w/Mech Fasteners -Bond Gas & Water �8!�A liance Circuits in Kitchen & Conductor Size GFI .ed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No Q�-Se, ice,EZieer+bonductors & Ground Main Disconnect ASo—Equip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 2te Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A. . Ducts Insulation & Support �i Vent Fan, Exhaust above insulation s Co ensate Drain & Overflow, Size & Grade be'Furnace-vent Access -Comb. Ait-Return Air Vent 115 Outlet ttic Access & Platform if Furnace in Attic Date i Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s ills Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 65 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing ies or ype A Flue -Fireplace Throat Clearance Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing -RC Channel operty Line Firewall & Openings Dpors-One 3' -Check Garage 3rd Story, 2 Exits airs Width -Headroom -Rise -Run -Landing -Fire Protection /§,6elPTywLood on Roof Overhang -Attic Vents -Rafter Outriggers 9 idina h' -"',n Veneer L58!Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access J9__f*fffi_nq Area -Glass Protection -Skylights -Plastic j �(p ' Shear Walls; Nailing -Bolts 61. jilface Interior/Exterior Wall Panels e7 2 ,Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date p� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL I s OK except #'s _ Steps -Door & Sidelight Protection- Landinas 6&!Furna5ents-clearance-Comb, Air -Connector - In aqe; Above Floor-Ducts-Mech. Protection •:I. & Bath Fixtures & fa- ess-Spa c. Trim & SubDanef. Breake zes & Labels Z - Fi5pWce or Stove, Clearance -Hearth lec. tlets at Wood Panel, Int. & Ext. Clearance 74. . O ets & Receptacles at Kit. Counter 7 e Fire Door; Swing -Landing -Closure -47. Wtr. H., ents-Clearance-Comb. Air Connector-P.R.V. i ge; Above Floor-Mech. Protection P .; E Mech. Equip. Listed for Location 7 . EI eceptacles in Garage (F.F.I.)-Romex Protection la ' n -Foam -Looked in Attic G d Rails .& Deck Construction -Post Caps Fdn. V2ents & Crawl Hole Door 9r9i.nage & Wogd-Earth C rance-Looked under Floor O Yes / 83' FollowiiWb=./Drive GAO NoMalks Wle-s O No/Planters 0 No 84. S c rnis g v . A. nit Disconnect, Electrical -Plumbing Vents A C Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. W r Welf, Disconnect, Electrical, Plumbing E to lec. Trim, G.F.I. Receptacle -Underground 8 . Veit i ation throughout House 92. -Metey. Tagged, Ghs-Ele6trid ater & Sewer Connected -C/O to Grade -HD Approval (Mn_qMfCompliance Certifi9/ate-Other Certificates Ae'Address Posted 96. Fire Sprinkler Date d- Card B-1 tVZDate Card B-1 Date q Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: CERTIFICATION OF INSULATION"'' .`�'•. •. '.•'."�'.•' '� 73`^.IV:G;.i i�_�C� n7;:jP::t ;.•J•'•; .;,i•.. [,!1,'S•: r�. ., • 13D9 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 Q 605 S. AUBURN STREET GRASS VALLEY CA 95946 LICk202026 `�%/ L �� i ❑ 9881 BENATAR WAY, SUITE A, CHICO, CA 95928 LICO202026 i _T ❑ 0924 AIRPORT ROAD, REDDING, CA 96002 LIC #202ON DATE INSULATION COMPLETED , ( square 'mot) ( egtlale rest) ( square leaf) 3YN MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM BATTS Folvnrl BAt" A BLOW BATTS MANUFAGTURER5 PRODUCT I.D. MANUFACTURERS PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. uFACruall:ra� ,.:: `. -�: � � . � . � -.�: :�.�� ,��.:.. :,,::.,-:�'iwu�a►ctu E� : ;.E. - CT CT OCF KN ., .00F CT OCF KN gA(i9 ' ri ; ;•�^%^'�'{�.�ACUG�°-' APPUR5ti .f RNALUE •`•'lli+. t}': ?W� - ; <jA'. rd ' n i' 'r �fi ; "r•: '?dept � `I iitid;rAu�fl 'rd: TNICKNRs9S` jl "j ,. f 4; 1=�dH1F. Arc wa?A '•' i u , .. ' yNSkAL' LED THICKN A?ATPMAL FORM A -VALUE MANUFACTURER FIBERGLASS BArrS CT OCF KN ::. ... T.Fl1EiCQ $18* ;,«: •tw ';'-•,rs�7«;:�;,"; .;,,., MATERIAL MANUFACTURER FOAM HILTI HANDY FOAM f PMIS IS 10 CERTIFY TkAT.1 but71OAT;11 O c? Gai T iRy-;9 K E ICE V111FlI:APPLICAI3LE CODES MAT ! IAL STAND %F1 :J► f�0 ;.._ :�, z.. ;a;y •� :, , $t ULA DATE• TIT1 RL • G� CON A OR E j PATE ..J REMARKS 4- r WHITE - OwIlder Copy, GREEN - guilder Capt', YELLOW - Customer Copy, PINK -. Aedo Copy, COLO • File Copy T010 9cU •ON ST9T999 F NOIiUlnSNI O1N3WI:180 iS ZT :2T G0/8T/Z0 , Job Truss Truss Type EPICK / 1990 R1212809199OF F6A FLOOR,, jQ1y 8—. ]Ply _1; EP_ICK./.1990 _ 3xa II 3x6 = 1x3 II Job Reference (optional) o.zuu a aan to zuua MI I ex maustnes, mc. rhu May VB 13:52:29 Z004 Page 1 0,810 2.6.0 r�"1iZ ,. l --T 1i- 0788 S a =1:47.5 PREFAB - ONE'SIDE 3xa II 3x6 = 1x3 II 3x4 II 3x6 = 1x3 11 3 = 4x4 = 3x6 FP= 3x8 = 18x4 it 1x3 II 3.6. 1x3 II 3x8 = = t fJ 1 2 3 a.. Sr :g 7 8-9-.10 11 2 13 14 is 26 I 25 24 23 22 21 20 19 18 17 16 3x6 = 3x10= 5x — 8x8 = 3x4 = 3x6 FP= 3x10 = 3x10 = 3x6 = NAIL @ 2" O.C. THIS MEONLY M. 2'0'8 1x3 11 DO NOT SPLIT LUMBER 26-678 3ENERAL REPAIR NOTES 1. THIS REPAIR IS FOR MOVING INTERNAL BEARING 27r0-8 TO THE RIGHT AS SHOWN. 2. ATTACH A PREFABRICATED SECTION (SEE PAGE 2) AS SHOWN TO ONE SIDE OF TRUSS WITH 10-D COMMON WIRE NAILS (0.148" DIA X 3" LGT) @ 4" Q.C. ONE ROW, EXCEPT AS SHOWN, ALONG CHORDS & WEBS rials onsets In,Tr: h:Cape,V-t-al, Itl:u-l-tl,tapel,:I2V:U-1-tl;tapel ,hi LOADING (psf) SPACING 1-6-0 CSI I7EFL In (loc) I/defl L/d PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.85 Vert(LL) -0,24 18-20 >917 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0,63 Vert(TL) -0.39 18-20 >582 "240 BCL2 0.0 Rep Stress Ina YES WB 0.59 i-Iorz(TL) . 0.03 16. n/a Na BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 131 lb LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 DF No.1 G BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 DFStd G REACTIONS (Ib/size) 25=!16210-3-8,16-'696/0-3-8,23=1'68410- 5-8 Max Upllft25=-103(load case 3) Max Grav25=319(load case 2), 16=708(load case 3), 23=1684(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-79/0,16-26=-7610,,15-26--78/0,1-2=0/0, 2-3--496/854,3-4--496185 4, 4-5=0/2446, 5-870/2442, 6-7.0/1874, 7-8-011874,8-9--54814 9-10.3-548/40, 10-11=-2525/0, 11A2=-2525/0, 'I'243—i44' /0, 13-14=-2447/0,14-15--510 BOT CHORD 24 25--$77/524, 23-24=-1625/0, 22-23--1874/0, 21-22=40/548, 20-21=-10/548, 19.20=0/1667, 18-19.0/1667, 17-18=0/2730, 16-17=0/1510 WEBS 14-16--1620/0, 2-25=-564/406, 14-17=0/1011, 2-24=-515/0, 13-17--184/0, 3-24--187/0, 12-17--305/0, 4-24=0/1158, 12-18--254/0, 11-18=-175/0, 6-22=0/804, 10-18=0/957, 8-22--2418/0, 10.20--1312/0, 8-21=0/294, §-20=0/437,5-23--122/0- ,4-23--1246/0,6-23=-1036/0 -20=0/437,5-23 122/0',4-23--1246/0,6-23=-1036/0 - t NOTES 1) Unbalanced floor live loads have been considered for this design. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Recommend 2x6 strongbacks, on edge, spaced at 1 D-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 10 /1?fV t S10V 70 03 -3 4 472 BUTTE COUNTY BUILDING DIVISION S/a8�®VE® . � pry May 10,2004 - Job Truss Truss Type - qty Ry ' EPICK / 1990 PLATES GRIP TCLL 40.0 Plates Increase 1.00. TC -0.79 R12128095 1990E F8A_. FLOOR _ .. '_ _ _. _ _ .• _ _ •__ _" 8_ _ _.�: _.1_ EPICK / 1990 _ Vert(TL) -0.27 .>999 17-18 >731 240 BCLL 0.0 Rep Stresslncr Job'R4eie66e o Uonal' --„aCo. a. 6.2w s uan ro 2004 mi s ex snaususes, mc. Thu may u0 i3:52:292004 rage z 013r8 2-5-8 2.4.41.1, 0.4A,6.12 1-1-1211-2-0� 5 1-8-0 2-5-12 2A-0 axe Wall 3m mwo = 3x4 Igo= 1.51A:MI120 II 9x8 MIgOp axa\11120= 1.6X4 WIN II ax4 MI 20= -H.• 6, 27.7 ' 8 8 10 11 1 try 24 23 22 21 20 19 18 aka M1126 = 1.6x0 MR20 11 9x4 M1120 = 402 MI120 1.6x4 M1120 11 9x4 MIgO = 9x4 M1120 = 6-3-0 9-7.4 11.7-0 12-0-�Z 13-9-0 18.2-0 23.3.8 28.6.8 28.8.8 LOADING (pso SPACING 1-6-0. CSI DFFL In (loc) .I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00. TC -0.79 Vak(LL) -0.19 17-18 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.27 .>999 17-18 >731 240 BCLL 0.0 Rep Stresslncr YES WB 0.68 H•irz(TL) 0.03. 15 n/a n/a' BCDL 10.0 Code UBC97/ANS195. (Matrix) Weight 121 Its LUMBER 131 ACING TOP CHORD 2 X 4 OF No.1&Btr G TOP CHORD Sheathed or4.3-0 oc purlins, except and verticals. SOTCHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. WEBS 2 X 4 OF Std G *Except* ® WARMO - very/ deign panm.en. and B8,4B NOM ONTMAND BA= Design void for use only with WTek connectors. This design Is based only upon pararr Applicability of design pornmenters and proper Incorporation of component is respc Is for lateral support of IndlMud web members only. Additional temporary bracing t erector. Additional permanent bracing of the overall shiicfure Is the responsmiity.of,l fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TI safety Information avalable from True Plate Institute, 503 D'Oh -hio Drive. Madison, V BUTTE COUNTY BUILDING DIVISION APPROVES Nom” X :s PADS XU7473 BEMtN 11729 and Is for on IndNldual.bulding component. Ading designer- not trust abdgner. llyddng shown illy during construc8on b the responslbOBy of the suite 109 Cttrus Heights, CA, 8581 m COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center DriveOroville, California 95965 • Telephone (530) 538-7541dlJPf,R1YtIT NO. (Rev. 12/96) APPLICATION AND PERMIT 3 , 37 AS SESSOR PARCEL NUMBER OIG ` 'w / J ` D�p z7NG I�_ � BUILDING PERMIT OWNER' n I a c 4f�on TELEPHONE 6:;1 SO. FT. OCC. BUILDING _T I I VALUATION �- 1 . 0�0f11E� MAlU ADDRESS 1 -c -F a ne cv I ( ((tLp� CONTRACTOR'S ME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ j ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 15 Plan CheckingFee $ jp . 9 BUILDING ADORES r � I !_� ' I c - � ov Energy Plan Checking Fee $$ ?� _•-- PERMIT FEE $rj. LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Firing Feer00J.. USEOFSTRUCTURE SF &IDuplex ❑ Mobilehome ❑ Other sPECIFv Each Trap 7.00/Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New LST Addition ❑ Remodel ❑ Utilities ❑Installation ❑ Other [3 Describe Work: N s� r �/`! A .1—f • 2 c Gas piping system 1 - 5 outlets 1 15.00 _ Building sewer 15.00 Mobile Home ISI GI W1 1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service OO.A OR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. tl License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P 1 rY P 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. ❑ Iram exempt under Sec. Business and Professions Code for this Main Service 200A TO t000A 46,00 NEW CONST. DWELLING OCCUR OR ADDNS. ( S ACD. BLDS• 3.5Qsso; NEW CONST. MULTI.OUTLET NON-RESID. CUITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FD(TURES B20 @ t.00 Ex. OCCU • FlXED APPLNS. OR OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating `,: Cooling_ - Hood 6.50 Ventilation PERMIT FEE S P Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certifythat in the performance of the work for which this permit is issued, I shall P P not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pro v'sions. / X Date ` Signature of Applicant - ❑ Owner ❑ Contractor )(Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories i h fight. Mobile Home Installation Fee $ Energy Inspection Fee occ coNST. $ TO L FEE «� w, D I GD PARD Po x This permit is hereby issued under of the Butte County Code and/or indicate for which fees have ` B PERMIT EXPIRES ON4-15 the applicable provisions Resolutions to do work been paid. Date 2 0 05 Date Receipt No. 1% ' WHITE-D.D.S.-B.D. CAN Y -ASSESSOR NK-INSPECTO GOLDENROD -APPLICANT M II"Y. Ae Q. COUNTY OF BUTTE-DEPARTMENT'OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965Thone (530)538-7541,Fak`(530)538-2140 PERMIT APPLICATION DATA SHEET 4i OWNER: D -10r) /J /_S IV��� n`��n It ASSESSOR PARCEL NUMBER ,- Proposed Building Use: 'V Counter Technician: Date: tems required in order to apply for a permit. All boxes I �f ryWSY checked OR marked NA in order to apply. 1.. lot plans, 3 or 4 sets, signedty the preparer of the plans. 1 ` V W 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! f 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. ❑ T. 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 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......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑�. Hazardous Material Form............................................................................... 13. Other A S /3u�thepeZO p .... :�4 ining items needed to issue mit. May require additional plan review upon receipt of the following ite ees as shown on the attached Schedule of Fees Due Sheet.......................................EI V CJ 5. Statement of Intent for Non -heated and A/C Buildings.................................1l......,....'71 L 16. Sanitation and plot plan approval from the Environmental Health Department in . U� k j 8 r7� 0 ,) 7. City of Chico Plumbing permit........................................................................ 18. California Department of Forestry plan approval @_paid. Sent. by: ❑ 19. Planning approval for (A) Use: DX (B)Parking: (C) Parcel Check: Contact Land Development about ❑ Improvements, ❑ Drainage .............................. 1. 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) ...................... Worker's Compensation Carrier and Policy Number .. ......................................... 25. Owner -Builder Verification (❑ Given to owner, ❑Mailed to owner) ..................... '00 6 Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... �! ❑ Graneed, ❑ M.H.Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. Other: /J en issued Telepho e S - &/� = 06@0/1 P( and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. 4.1 1. Index permit application for the above items numbered: UW Plan Check Letter 2. Additional items reu' Contractor, designer own , was advised cf the above d phone, tD mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by r Date: Plans reviewed by: Date: Plans approved by: A Date: Structural revie9bb _Date: r Structural approved b Date: — _ Note transfer by:Q Date Yellow: Buildine Division Im ,ept+- 0 8 - � # 1 �2, COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 CHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE /W 8 1. BUILDING PERMIT FEES Balance Due ...................... $ '7 Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES. 1 001' (paid'at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Div' ion) Residential ...................... x $360.00 = $ nits Commercial (sq. ft.) ............... x $0.03 = $ 1.Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. 5. ` RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) C THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # ( 10 - a -J "CJ3b DATE / I" In -101 RECEIPT # DATE C. N-6 q& —/ I_ A9�� //-/99 'P At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE /-) Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance 4 By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. L further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BIvQs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BNIPs must be installed, monitored, and maintained to ensure L_ their. effectiveness. If, at any time, site conditions and/or observations by a County official a warrant reevaluation and revisions of the chosen BNVIPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BNTs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre 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. 0.1.), 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 more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: / �z NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan FROM UC. ""506173 PAUPOSA: SUUMITTE0 TO strip_, S'1A1 E ANO ZIP COOE FAX NO. Jackson Tile `�ropo�al PHCgf JOB NAME J08 LOCATION AACNIfFCT �11AIEPLANS - wi vrooy proprio to Wrnbb mawrlaJs mo labof necaaaary for Ino completion 01 Nov. 12 2003 11:03AM P1 JACKSON TILE 3060 Thomiree, #,,3 Chico, CA 95973 of Pn es I AII, _..__. J00 / we r�OPOSE neteby to lumish matarlaf and labor - Comp101e In a=fdenc0 with above specifications, lot ine sun, ol: \ PaymEn: to oe made as follows: dollars (3 _• r r Ail malarial t9 gua/anloed 10 00 As specllled. All work to be completed In It m3lanllal work:nan4ka manner a"Olding 10 ape CI110a110ns submitted, por standard practices..... Atiftfl20dl Any aaeratlon or devlallon f(Om above specUlC&Ilona, Involving extra costs wgI'beStona1 1 asicuted only upon written orders. And will become an extra charge over and &Dove Ina estimate. All Agrsements contingent upon SMIC03. accldenls of delays Deyord Hole: TNs p,oposal maybe Out control. Owner 10 carry Ilre, tornado and other nocossary Insvtanco. • withdrawn by vi II not accopiod wtmin ACCEPTANCE OF PROPOSAL. The above prices. speclllcallons and Conditions ala salulaclory and are hereby accepted, you are autnorlaud 10 do Me work as. s�iocfiod. Payment will be made as outlined &Dove. Slonalvra Da:a C AZCaprarCB -- SipnaWre L',tr ♦ r ..'...1 ', . 1 � .. r r. l-^ T -. .^. -... �V ♦ r. r.w..:ii?�. .. m . n'. 7... .n.- ran . r � +. n• r r r .-... .... r � BUTTE COUNTY SCHOOLS. IMPACT FEE CERTIFICATION FORM (One form per Building) School District ' Builth Department No. C7����.. � 03.34q D, A.P. Number 0(199— 590- 03-o Jurisdiction: CityCounty Property Owner t )�C Vi ri Property LocationlAddress Subdivision Lot No. 2t 0 ............................................................... :...................................... Residential Development Q Q Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) :.................................................................................................... i Commercial/Industrial Q Q 1 — New rAdditior Building Department Representative District Identification No. IDS (0 0 Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) j C4 Date Otrt)J'- L�e ElP _� School District certifies that .� (Applicant) (Street Address) (Phone Number) a (City) (State) (Zip Code) has complied with the requirements of Resolution No. 0 by payment of $ L(q epresenting �� ';IL -16 square feet. 486hool District JAB 2926 $ FULL Mr1GATiON $ ,(-'X0 Date Paid by Check # � `� Remarks: Q q 'S k D •• �+ 0 Notice: You may protest the Imposition of the fees klenntitiad above by submitting a written protest to the District, In compliance with Goveminent Code Section 66020(a), within 90 days from the date fees are pald. Failure to submit a timely written protest wttl'prohibit you from challenging the ingm lon of the fees In any court action. N, subsequent to the School District R•p as•n tatlw signing Bale Butte County schools Impact F•• Certifkatlon Form6 the School Distrkt Is tatill•d by the applicable Local Planning Agency that this project Is being rwlew•d under the California Environmental Quality Act (CEQAh this project may be subject to additional school fees to full rnitlgaI .Its impact on tin• school distririls schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/03)dnan PERMIT NO.: Lake Orville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORMA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. .Date: August 22, 2003 Applicant: Todd Hemstock (app) Dennis Jackson Applicant Address: 75 Shelter Wood Land 95 Millet Lane Oroville, CA 95966 Oroville, CA 95966 Applicant Phone No.: 589-0271. 566-1615 (W) Property Locations(s): 74 Hercules Ave, Oroville, CA A. P. No. (s): T.akari dqP V i 1 1 aaLm, T o #90 069-580-030 Fees due: Total of $$3238.00 consisting of a Capacity Cha $1588.00 Connection Fee $650.00 and SC -OR RFC $1600.00 Application for service approved: OROVILLE AREA UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: M Lake Oroville Area Public Utility District release to close permit: Date: By: ' Date: Applicant: Jackson, Dennis Permit 03-3492 Project Type: NSF APN: 069-580-030 100% 70% Plan Check Fees 465.73 $ 326.01 Energy Calc Fees $ 23.00 $ 16.10 $ 488.73 $ 342.11 LP2A Fee $ 342.11 Copies Attached: Qty Chk I lApplication L/ ( Site Plan Review FEMA Elevation Certificate a Building Plans l/ Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Butte County Department ofDevelopment Services 6V T TF . YVONNE CHRISTOPHER, DIRECTOR ° ° N o °' 7 County Center Drive ° Oroville, CA 95965 Lo (530) 538.7601 Telephone TOM (530) 538-7785 Facsimile M TO: LP2A ' FROM: Michael Vieira (530) 538-7159 mvieira(c-buttecounty.net co SUBJECT: . Plans Transmittal For Review Per Contract O DATE: • 12/9/2003 Applicant: Jackson, Dennis Permit 03-3492 Project Type: NSF APN: 069-580-030 100% 70% Plan Check Fees 465.73 $ 326.01 Energy Calc Fees $ 23.00 $ 16.10 $ 488.73 $ 342.11 LP2A Fee $ 342.11 Copies Attached: Qty Chk I lApplication L/ ( Site Plan Review FEMA Elevation Certificate a Building Plans l/ Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other q� cl 6' HIGH FENCE" j (TYPICAL) 6 91, • 90' 89 2126- "SF . 2—STORY 20.7' 20.0' GAS, ELECTRIC, x—x GARAGE x—x TELEPHONE AND CABLE TELEVISION i B.S.L. ----T— ---- —� --- — `^' \ WATER SERVICE - �' \ C SEWER SERVICE HERCULES AVENUE t LOT AREA = 0.20 AC. o PLANNING DIVISION - BUILDING PLAN APP ROLi @ Use:0'K Date: ''-'-9 –0--�, AKERIDGE VILLAGE Parking: Landscaping: Other. Signature: PERMIT NO.: Lake Oroville . f,, Public Ut C it District ,Area t 1960 Elgin Street OROVILLE CALIFORNIA 95966 ,I 533-2000 i DISTRICT APPROVAL AND , VERIFICATION OF INSPECTION { -BUILDING SEWERS I This verification form mustbe(submitted to the Butte County Depa1 Department prior to issuance a'building or occupancy permit, which Prior to final approval by -Buttes -County of a-Building-or,an.:O.ccupancy, form, signed off by Lake Oroville Area Public Utility District, must be su Date: Applicant: Applicant Address: Applicant Phone No.: Property Locations(s): A. P. No.(s): Fees due: int of Public Works Building r is applicable. f 4,.a.c.opy of.this verification _ itted to Butte County. August 22, 2003- Todd 003odd Hemstock (app) Denn,4 Jackson j 15, Shelter Wood Land 95 let Lane roville, CA 95966 Oro +1'e, CA 95966 -0271. 566-�:' X15 (W) !' 74 Hercules Ave, Oroville, CA r akpri d2P Vi 1 lace Lot #90 069-580-030k i164al of SS3238.00. consisting ofkfHtt'!CaAacity Cha $1588.00 Connection Fee $650.00 and SC -OR C $1000.00 Application for service approved: Inspection(s) made andcsIt Location: ssful test(s) observed: OROVIILE AREA UTILIT DISTRICT �I ,. te: Lake Oroville Area Public Utility District release to close permit: Date: 0> CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION I 11 D SERVICE FROM LAKE I 'ROVILLE AREA PUBLIC UTIL DISTRICT ere 'inafter referred to as "Applicant", being the property owner or o er's agent desiring sewer service, hereby �' quests Lake Oroville Area Public Utility District, hereinafter referred to'as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. Location of property: A.P.#: 0�o q - 5e,0 -pap Subdivision: Lac id V (CA Lot#; qQ Block#: I� �] Property Annexed slthis-.permit: ( - - ❑ Property Not Annexed ElProperty Annexation in Progress Multiplication Factor: Kind of Service: 'Monthly Charges: D�a-as [ Residential Capacity Charge: 15i3b — � � �oSQ ElResidence of Owner 1,1111nection Fee: Rental (single famil ,) ❑ Rental (duplex)I i� ❑ Apartment SC -OR ility Charge: 1000 — ❑ Industrial i El Commercial J� Total Amount PayaI' Tlhis Permit: 3a3?, ❑ Site plan reviewed E] job, ite reviewed Remarks: Con t, on i9or r1 ) ho rY-)e The service applied for hereby shall be in accordance with the conditions he"reinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agree o a ide by and erfh eivice at rates and charges as are establ h by ist Ic from.tim`orm. Applicant agrees to pay for suc e'to e. `I� �i ► D� n Ls gnature of A plicanti Name of Owner if not Applicant 15 Si-,�t te-r .nlooct, LAP.-- q -S Mailing Address of Applicant`I Sgco� Mailing Address of Owner q�b Phone # of Applicant: S4f1 ;. oa-1 I 1 i I,v Phone # of Owner;, Stals -1(01 S L,w� 1. In accepting this a plication, District does not hold itself liable t i�pplicant for failure to perform any of the obligations imposed upon �Kl r assumed by it under this application if su failure be caused by accident, Act of God, fire, strikes, riots, war, X16 k of capacity in SC -OR treatment/disposa lant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. , 2_ Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications.11 l 3. Applicant shall secure permit(s) as necessary from the CounIty of Butte prior to doing any work, including encroachment permits when work is within county right of way. 4. Installation of the subject sewer line shall be at the sole cost and.e cpense of Applicant. 5. Actual connection of 'the subject sewer service line to District's se 'Mer mainline shall be accomplished by District staff. 6. All work shall be inspected and approved by District. 10- 7. This permit is valid!4for one (1) year. If work is not completed vlv iii"n said year, permit renewal will be required, together with paymentpf any increase in capacity fee, connection fe'e and/or SC -OR Facility Charge. 8. District verification forI must be issued with this permit. II. Payment of Fees/Charges required prior to final LAKE OROVILLE AREA P.U.D. inspection. Payment received *.- Date: Receipt# By. azo -0 ❑ CASH [--]CHECK 'Monthly charge payable at Da Pe rrent rate at time of connect 4 t CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION I 11 D SERVICE FROM LAKE I 'ROVILLE AREA PUBLIC UTIL DISTRICT ere 'inafter referred to as "Applicant", being the property owner or o er's agent desiring sewer service, hereby �' quests Lake Oroville Area Public Utility District, hereinafter referred to'as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. Location of property: A.P.#: 0�o q - 5e,0 -pap Subdivision: Lac id V (CA Lot#; qQ Block#: I� �] Property Annexed slthis-.permit: ( - - ❑ Property Not Annexed ElProperty Annexation in Progress Multiplication Factor: Kind of Service: 'Monthly Charges: D�a-as [ Residential Capacity Charge: 15i3b — � � �oSQ ElResidence of Owner 1,1111nection Fee: Rental (single famil ,) ❑ Rental (duplex)I i� ❑ Apartment SC -OR ility Charge: 1000 — ❑ Industrial i El Commercial J� Total Amount PayaI' Tlhis Permit: 3a3?, ❑ Site plan reviewed E] job, ite reviewed Remarks: Con t, on i9or r1 ) ho rY-)e The service applied for hereby shall be in accordance with the conditions he"reinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agree o a ide by and erfh eivice at rates and charges as are establ h by ist Ic from.tim`orm. Applicant agrees to pay for suc e'to e. `I� �i ► D� n Ls gnature of A plicanti Name of Owner if not Applicant 15 Si-,�t te-r .nlooct, LAP.-- q -S Mailing Address of Applicant`I Sgco� Mailing Address of Owner q�b Phone # of Applicant: S4f1 ;. oa-1 I 1 i I,v Phone # of Owner;, Stals -1(01 S L,w� 1. In accepting this a plication, District does not hold itself liable t i�pplicant for failure to perform any of the obligations imposed upon �Kl r assumed by it under this application if su failure be caused by accident, Act of God, fire, strikes, riots, war, X16 k of capacity in SC -OR treatment/disposa lant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. , 2_ Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications.11 l 3. Applicant shall secure permit(s) as necessary from the CounIty of Butte prior to doing any work, including encroachment permits when work is within county right of way. 4. Installation of the subject sewer line shall be at the sole cost and.e cpense of Applicant. 5. Actual connection of 'the subject sewer service line to District's se 'Mer mainline shall be accomplished by District staff. 6. All work shall be inspected and approved by District. 10- 7. This permit is valid!4for one (1) year. If work is not completed vlv iii"n said year, permit renewal will be required, together with paymentpf any increase in capacity fee, connection fe'e and/or SC -OR Facility Charge. 8. District verification forI must be issued with this permit. II. Payment of Fees/Charges required prior to final LAKE OROVILLE AREA P.U.D. inspection. Payment received *.- Date: Receipt# By. azo -0 ❑ CASH [--]CHECK 'Monthly charge payable at Da Pe rrent rate at time of connect 4 i <r O.B.- I 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 materials for construction of the proposed property improvement: YES)( NO ❑ 2. 1 HAVE 11HAVE NOT 11signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE:-. CONTRACTOR'S LICENSE NO. 4. I plan to provide portions 'of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNE : SOCIAL SECURITY NUMBER: DATE:_ % 7 (7 NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.- I I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourseL; 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 tie State of California and to have a business license from the city or county. They are also required by law to put theirlicense number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors—is to secure an "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, 1VIic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and'Safety Code. OVER AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded I REC EEE Official Records 1 COPIES County Of 1 BUTTE CANDACE ,7. GRUBBS 1 Recorder I ROSEMARY DICKSON I Assistant I Lisa 11:31AN 20 -Nov -2003 I Page i of I 7.00 2.00 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: L -O i 90 CtS shC�L(j r, 01 Y� 1'V`Ol Q t c C- of -cam f-&'CofCA ear a F -Chi. C61'cxvi-cA ol-r- Of CAL tf-• t v�2�d�G � � 1 rA 'em iL -56 of ma'p> > ax F -n evs I I-`td�rc)LLI i5 �� C �Q��Ye� eF�ovr rn l� fvLt ��-ira.t we.r e� 5 t t IV, Iry p� lil) L 'e'.� div '�-• :5 { C, +n `%A z-f&e !ZU f't t ,r eo r-- ---ke r e- SW' Lu be- r10 f�4)T 0�- P�"�' (�11``�� -5U CCcL(:e, D�SUE'�1 �2�pe' c }�Gr'�rA� s uvet <5'v' �a nceb Date — �j_rTYYOERS: il'�'�eru►r State of California ) County of 0 On 2C107 before me, personally appeared " U -P ol/r 'Z15"rf _ "y proved to me on the basis of satisfactory evidence) to be the person(;) whose name(-* is/amsubscribed to the within instrument and acknowledged to me that he/ak@06hey executed the same in hisAlmokbeir authorized capacity(, and that by his/hooMmir signature(e) on the instrument, the person(* or the entity upon behalf of which the person(6) acted, executed the instrument. WITNESS my hand and ficial seal. Signature Seal: lP R COMM. # 1392081 �o NOTARY PUBLIC -CALIFORNIA OUNTV OF BUTTE �^ C A.P. # 001— �— St1�v 1 O,� ��wuwuuwu�+drC. Ettpires Dec. 29, 2008 ` SITE PLAN REVIEW APPLICATION -Date: I) -12- Ap# Permit Number (if applicable) 3 - 3 9 Z Bin Number �- S APPLICANT INFORMATION Parcel Size: + 2.0 A C Owners Name: _JA ce_SD , �6AD M f S Owners Address: C) 5 M 1 LLC % L ., 8.1 . ©12 b V I LLC— Cil 9 9 Zp Telephone No.: 10 - ) (p 1 Situs Address:. hl e(2C LL L� Avg Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ 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 Other ❑ Septic i. ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date ' Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY 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) J§ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: De 25 C Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: AR — I Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front L -- Side © 30 Side Street Rear 0 -130 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 It r Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area—Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) • Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: El No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). El Construct road to: El Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: L� �� � Q 7 D& 65 V J L ZLP6,6 Map Date of Recording: 16 - `Z 8— 8 Lot: q O ❑ Use Permit/Minor Use Permit Permit Number: Book: U Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. U Page 4of5 11-00 0-:V del "IN of 33, Ait, CI 0, 23 DC Moovovz"4 720.00. o � � �z o zz 4e*, IV53"0,0'/2" /;Fo 0. ?? A N 11 / �Y Structural Calculation Package For D nni RRCEWED e s Jackson JAN 2 9 2004 Jackson Residence Oroville, CA = PLAIT! REVIEW APPROVAL APR 0.1 2004 Norman Scheel k1NMfiT PMRSEN POWERS ASSOCIA10 Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 fax (916) 536-0260 Date Revisions 1/19/2004 Plan Check Revisions t om Norman Scheel Project Jackson Residence Structural Engineer Client Dennis Jackson 5022 Sunrise Boulevard Job # 23246 Project Mngr. PI Fair Oaks, CA 95628 Date 10/17/2003 " (916) 536-9585 Page # 1 OF 39 Structural Calculation Package Client Information Project Information Dennis Jackson Jackson Residence 95 Millet Ln. Oroville, CA Oroville, CA 95966 Loading Information Roof Loads 2.3 psf Roofing = 10.0 psf Sheathing `. = 1.5 psf Framing = 2.5 psf Insulation = 3.2 psf Ceiling = 2.5 psf Misc. = 1.3 psf Wall ( Seismic only) = 5.0 psf Total DL = 21.0 psf Total LL = 16.0 psf Total DL ( Seismic) = 26.0 DO ' Floor Sheathing = 2.3 psf Framing = 5.0 psf Insulation = 3.2 psf Ceiling = 2.5 psf Misc. = 2.0 psf Wall ( Seismic only) 10.0 psf Total DL = 15.0 psf Total LL = 40.0 psf Total DL ( Seismic) 25.0 psf 'Q� Wind Design 2001 CBC Method 2 Basic Wind Speed 80 mph (qs ) Wind Exposure Pressure Coefficient B (Ce) _ P Ce Cq q s 1w 1.3 (Cq) Importance Factor 1.00 ( Iw ) Ave. Bldg. Hght 1st Fir.Ce 20 feet _ 0.67 Cq qs Iw P Ave. Bldg. Hght 2"d Fir. 25 feet 0.72 1.3 16.4 1.00 14.28 Psf 1.3 16.4 1.00 15.35 Psf Seismic Design 2001 CBC Seismic Zone = 3 Z = Soil Profile 0.300 3 0 CCI " ,_" Ca Sd . V= 1 A / V - 0.36 Na 1 4 V Nom'^ Na - 1.0 R - 5.5 irr Seismic Source type = NA r fir,• e) Distance From Fault line = NA Km V = 0.1403 W Up. 1V3 x 'Q� Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 Project Jackson Residence Client Dennis Jackson Job # 23246 Project Mngr. PI Date 1/19/2004 Page # 2 OF 39 Beam Specifications BEAM # SIZE GRADE LOCATION Beam #1 3 1/2"x11 7/8" 2.0E WS Parallam T FLOOR BEAM AT FRONT Beam #2 51/4"x11 7/8" 2.0E WS Parallam 13' FLOOR BEAM OVER GARAGE Beam #3 51/4"x11 7/8" 2.0E WS Parallam 10'+4' CANTILEVER BM AT GARAGE Beam #4 5 1/4"x16" 2.0E WS Parallam 16' GARAGE DOOR HEADER Beam #5 5 1/8"x 15" 24F -V4 Glue Lam 19.5' GARAGE FLOOR BEAM Beam #6 3 1/2"x11 7/8" 2.0E WS Parallam 10.5' FLOOR BEAM AT SHOP OPT. ONLY Beam #7 1 3/4"x11 7/8" 1.8E D.F. Micro -Lam 17.5' FLOOR BEAM OVER NOOK Beam #8 412 No. 2 D.F.L. 6' HEADER SUPPORTING BEAM 7 ,Beam #9 48 No. 2 D.F.L. 9.5' PORCH BEAM Beam #10 46 No. 2 D.F.L. 6' PORCH BEAM Beam #11 1 3/4"x11 7/8" 1.8E D.F. Micro -Lam 22.5' FLOOR BEAM AT EXTENSION Beam #12 48 No. 2 D.F.L. 4' ROOF BEAM AT FRONT/RIGHT Header Specifications First Floor Second Floor Length Size - Grade 4'-0 4x10 No. 2 D.F.L. 6-0 Dbl. 1 3/4"x9 1/2" 1.5E Timberstrand Length Size Grade 4'-0 4x10 No. 2 D.F.L. 6-0 Dbl. 1 3/4"x9 1/2" 1.5E Timberstrand 1 Norman Scheel Title: Job #23246 Structural Engineer Dsgnr: PI Date: 1:5013M, 17 OCT 03 5022 Sunrise Blvd. Description ` Fair Oaks, CA 95628 (916) 536-9585 Scope: Rev: 510304 User.KW-0802320, Ver 5.1.3,22Jun-1989,Win32 1883.88 02320.LCTimber Beam & Joist Page 1 (t) :\iobfiles\23246\enercalC\23246.ecw: Calculi Description p PLAN 3 BEAMS Timber Member Information Calculations are deal ned t 1997 ND Timber Section Beam Width Beam Depth Le: Unbraced Length Tlmber Grade Fb - Basic Allow .Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Lia Span 'Dead Load Live Load Dead Load Live Load Start End Point #1 DL LL @X Point #2 DL LL @X Cantilever Snan Span Uniform Dead Load: Uniform Live Load Point #1 DL LL @X Results Mmax @ Center @X= Mmax @ Cantilever fb : Actual Fb : Allowable fv : Actual ' F.v : Allowable Reactions @ Left End DL LL Max. DL+LL, @ Right End DL LL Max. DL+LL Deflections ft _ R_ - g o S and 1997 UBC Requirements #/ft BEAM 1 BEAM 2 BEAM 3 BEAM 4 BEAM 5 BEAM 6 BEAM 7 ft LVL:1.750x LVL:5.250x LVL:5.250x LVL:5.250x 5.125x15.0 LVL:3.500x LVL:3.500x in in 1.750 11.875 5.250 11.875 5.250 11.875 5.250 5.125 3.500 3.500 ft 0.00 0.00 0.00 16.000 0.00 15.000 0.00 11.875 11.875 0.00 truss Joist - MacMil truss Joist - MacMilTruss Joist - MacMil Truss Joist - MacMil Douglas Fir, 24F - V Truss Joist - MacMil 0.00 Truss Joist MacMil psi psi 2,600.0 285.0 2,900.0 290.0 2,900.0 2,900.0 2,400.0 2,600.0 - 2,600.0 ksi 1,800.0 2,000.0 290.0 2,000.0 290.0 2,000.0 165.0 1,800.0 285.0 1,800.0 285.0 1.000 1.000 1.000 1.250 1.000 1.000 1,800.0 1.000 Manuf/Pine No Manuf/Pine Manuf/Pine Manuf/Pine Glul-am Manuf/Pine Manuf/Pine No No No No No No ft 7.00 13.00 10.00 #/ft 235.00 600.00 20.00 #/ft 144.00 496.00 54.00 #/ft 247.00 #/ft 105.00 ft 8.500 ft 10.000 lbs 3,900.00 lbs 3,224.00 ft , 8.500 lbs 2,205.00 lbs 1,680.00 ft 9.000 Ratio = 0.2605 42.00 150.00 233.00 32.00 400.00 620.00 105.00 1,458.70 280.00 u.8650007.30.0K8.9.0K 11.000 1,327.90 16.000 4,234.92 5,838.86 8,152.00 394.00 6,103.00 933.00 11.000 12.500 0.7765 ��-: 277.84 6.50 0.00 2,251.7 2,900.0 Bending OK 145.4 290.0 Shear OK 4.00 262.00 152.00 823.00 504.00 4.000 0.9013 103.20 8.48 -103.44 838.3 2,900.0 Bending OK '261.4 290.0 Shear OK 16.00 19.50 11.00 42.00 150.00 233.00 32.00 400.00 620.00 105.00 1,458.70 280.00 1,326.50 11.000 1,327.90 16.000 4,234.92 5,838.86 8,152.00 394.00 6,103.00 933.00 11.000 12.500 0.8020 651.21 11.01 0.00 2,907.2 3,625.0 Bending OK 204.1 362.5 Shear OK 0.8184 371.92 10.61 0.00 1,935.2 2,364.5 Bending OK 107.8 165.0 Shear OK 0.7239 154.82 5.50 0.00 1,882.1 2,600.0 Bending OK 139.5 285.0 Shear OK 21.83 20.00 54.00 578.00 4.000 825.00 1.500 0.3569 76.34 8.73 0.00 928.0 2,600.0 Bending OK 71.4 285.0 Shear OK s lbs 822.50 504.00 3,900.00 3,224.00 394.49 933.41 2,965.53 1,603.94 1,281.50 1,458.70 lbs 1,326.50 7,124.00 1,327.90 2,381.94 5,347.47 4,234.92 5,838.86 3,410.00 4,691.50 589.41 2,048.11 lbs lbs 822.50 504.00 3,900.00 3,224.00 8,152.01 6,103.29 6,383.47 5,633.06 1,715.06 4,498.08 1,281.50 380.90 lbs 1,326.50 7,124.00 14255.30 12016.53 6,213.14 3,410.00 4,691.50 589.41 970.31 Ratio OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK Norman Scheel Title : Structural Engineer Dsgnr: PI Date: 1:50PM, Job # 23246 17 OCT 03 5022 Sunrise Blvd. Description Fair Oaks, CA 95628 (916) 536-9585 Scope: Rev: 510304 - ())198.99 EN320, Ver 5.1.3, 22 -Jun -1999, Win32 (c) 1993.99 ENERCALC 1 Timber Beam & Joist Page 2 bfiles123246\enercalc\23246. ecw: Calcula Description PLAN 3 BEAMS Center DL Defl UDefl Ratio in -0.029 2,908.6 -0.263 -0.024 -0.303 -0.224 -0.087 -0.320 Center LL Defl in -0.018 592.8 -0.218 5,096.8 -0.057 632.9 1,043.4 1,511.9 817.8 UDefl Ratio Center Total Defl 4,746.6 717.1 2,110.0 -0.246 781.1 -0.587 398.5 0.232 568.2 0.314 834.7 Location in ft -0.047 3.500 -0.481 6.500 -0.080 5.600 -0.549 -0.812 -0.320 -0.633 UDefl Ratio 1,803.5 324.5 1,492.3 8.768 349.6 9.906 288.3 5.500 413.0 10.478 Cantilever DL Defl in -0.006 414.0 Cantilever LL Defl in 0.025 Total Cant. DOin 0.019 UDefl Ratio 4,932.7 Norman Scheel Title : Job # 23246 Structural Engineer Dsgnr: PI Date: 10:42AM, 19 JAN 04 Description = 5022 Sunrise Blvd Fair Oaks, CA 95628 Scope (916)536-9585 Rev: 510304 User. KW -0602320, Ver5.1.3, 22-Jun•1999, WIn32 Timber Beam &Joist (t) 1983.99 ENERCALC h:\iobfiles\23246\enercalc\23246.ecw:Cala Description PLAN 3 BEAMS Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements BEAM 8 BEAM 9 BEAM 10 BEAM 11 BEAM 12 Timber Section 4x12 4x8 4x8 LVL:3.500x 4x8 Beam Width in 3.500 3.500 3.500 3.500 3.500 Beam Depth in 11.250 7.250 5.500 11.875 7.250 Le: Unbraced Length It 0.00 0.00 0.00 0.00 0.00 Timber Grade )ouglas Fir - Larch, 7ouglas Fir - Larch, Douglas Fir - Larch, Truss Joist - MacMil Douglas Fir - Larch, Fb - Basic Allow psi 875.0 875.0 875.0 2,600.0 875.0 Fv - Basic Allow psi 95.0 95.0 95.0 285.0 95.0 Elastic Modulus ksi 1,600.0 1,600.0 1,600.0 1,800.0 1,600.0 Load Duration Factor 1.250 1.250 1.250 1.000 1.000 Member Type Sawn Sawn Sawn Manuf/Pine Sawn Repetitive Status No No No No No Center Span Data Span ft 6.00 9.50 6.00 22.50 4.00 Dead Load #/ft 583.00 105.00 84.00 20.00 404.50 Live Load #/ft 568.00 80.00 64.00 54.00 308.00 Point #1 DL lbs 261.00 680.00 LL lbs 659.00 1,480.00 @ X ftj 1.500 2.500 Results Ratio = 0.9835 0.6223 0.3185 0.4361 0.6242 Mmax @ Center in -k 70.71 25.04 7.99 93.26 17.10 @ X = it 2.81 4.75 3.00 8.01 2.00 fb : Actual psi 957.8 816.8 452.9 1,133.8 557.7 Fb : Allowable psi 1,203.1 1,312.5 1,421.9 2,600.0 1,050.0 Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 116.8 45.7 29.3 96.9 59.3 Fv : Allowable psi 118.8 118.8 118.8 285.0 95.0 Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End OL lbs 1,944.75 498.75 252.00 829.44 809.00 LL lbs 2,198.25 380.00 192.00 1,923.06 616.00 Max. DL+LL lbs 4,143.00 878.75 444.00 2,752.50 1,425.00 @ Right End DL lbs 1,814.25 498.75 252.00 300.56 809.00 LL lbs 1,868.75 380.00 192.00 771.94 616.00 Max. DL+LL lbs 3,683.00 878.75 444.00 1,072.50 1,425.00 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Deflection OK Center DL Dell in -0.028 -0.108 -0.032 -0.236 -0.013 UDefl Ratio 2,600.5 1,053.6 2,282.3 1,143.0 3,663.8 Center LL Defl in -0.030 -0.082 -0.024 -0.583 -0.010 UDefl Ratio 2,380.8 1,382.8 2,995.5 463.5 ' 4,811.7 Center Total Defl in -0.058 -0.191 -0.056 -0.819 -0.023 Location ft 2.952 4.750 3.000 10.620 2.000 L/Defl Ratio 1,242.9 598.0 1,295.4 329.8 2,080.0 Norman Scheel Structural Engineer 5022 Sunrise Blvd. Fair Oaks, CA 95628 (916) 536-9585 Rev: 510304 User. KW°0002320, Ver 5.1.3, 22-Juro1999, WI02 (c) 1993-99 ENERCALC Description PLAN 3 HEADERS Title Dsgnr: PI Description Scope Timber Beam & Joist Timber Member Information 4' HDR 6' HDR Timber Section 010 LVL:3.500x Beam Width in 3.500 3.500 Beam Depth in 9.250 9.500 Le: Unbraced Length ft 0.00 0.00 Timber Grade )ouglas Fir - Larch, truss Joist - MacMil Fb - Basic Allow psi 875.0 2,250.0 Fv - Basic Allow psi 95.0 285.0 Elastic Modulus ksi 1,600.0 1,500.0 Load Duration Factor .1.000 1.000 Member Type Sawn Manuf/Pine Repetitive Status No No Ctpan Data r ft 4.00 6.00 Dd #/ft 663.00 663.00 L #/ft 700.00 700.00 Results Ratio = 0.8190 0.6214 Mmax @ Center~ in -k 32.71 73.60 @ X = ft 2.00 3.00 , fb : Actual psi 655.4 1,398.1 Fb : Allowable psi 1,050.0 2,250.0 Bending OK Bending OK fv : Actual psi 77.8 137:2 Fv : Allowable psi 95.0 285.0 Shear OK Shear OK Reactions . @ Left End DL lbs 1,326.00 1,989.00 LL lbs 1,400.00 2,100.00 Max. DL+LL lbs 2,726.00 4,089.00 @ Right End DL lbs 1,326.00 1,989.00 LL lbs 1,400.00 2,100.00 Max. DL+LL lbs 2,726'.00 4,089.00 Deflections Ratio OK Deflection OK Center DL7Deflin -0.010 n -0.052 UDefl R4,642.5 1,397.0 Center LL -0.011 0.054 UDefl R4,397.1 1,323.1 Center To -0.021 -0.106 Location 2.000 3.000 L/Defl Ratio 2;258.2 679.5 Job # 23246 Date: 1:50PM, 17 OCT 03 Page 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 Soils En ineer Report No. Date Footing Depth Footing Width Min. Reinforcing Rebar Size Project Jackson Residence Client Dennis Jackson Job # 23246 Project Mngr. PI Date 10/17/2003 Page # 7 OF 39 Footing Calculations I Foundation Design Information Footing Depth = 12 in Footing Width = 12 in Soil Pressure = 1000 psf Friction Factor = Active Pressure = pcf Passive. Pressure = pcf Continuous Footing Calculations = 12 in Maximum Uniform Load = 1000 plf 12 in Maximum Point Load = 4281 # = 1 Top & Bottom 4 Calculations Reinforcing #4 BARS @ 8" O.C. EACH WAY 3" CLEAR FROM BOTTOM #4 BARS @ 8" O.C. EACH WAY 3" CLEAR FROM BOTTOM #4 BARS @ 8" O.C. EACH WAY 3" CLEAR FROM BOTTOM '#4 BARS @ 8" O.C. EACH WAY 3" CLEAR FROM BOTTOM NOT REQUIRED #4 BARS @ 8" O.C. EACH WAY 3" CLEAR FROM BOTTOM. Pad F Member Footing # Load Minimum Size BM #2 FTG#1 7,200 :33 X 33 X 12 RT END BM #4 FTG#2 12,100 42 X 42 X 12 BM #5 FTG#3 6,000 30 X 30 X 12 BM #5 FTG#4 6,300 . 31 X 31 X 12 BM #7 OR #11 FTG#5 2,800 24 X 24 X 12 LEFT END BM#4 FTG#6 5,400 28 X 28 X 12 Calculations Reinforcing #4 BARS @ 8" O.C. EACH WAY 3" CLEAR FROM BOTTOM #4 BARS @ 8" O.C. EACH WAY 3" CLEAR FROM BOTTOM #4 BARS @ 8" O.C. EACH WAY 3" CLEAR FROM BOTTOM '#4 BARS @ 8" O.C. EACH WAY 3" CLEAR FROM BOTTOM NOT REQUIRED #4 BARS @ 8" O.C. EACH WAY 3" CLEAR FROM BOTTOM. Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 Calculations Project ' Jackson Residence Client Dennis Jackson Job # 23246 Date 10/17/2003 Page # 8 OF Reliablility / Redundancy Calculation _ wall shear (10) ri Iw(.total story -shear) Upper Floor Area 1015 ftZ DL 26 psf Seismic Factor 0.1403 E upper 3703 # ri Calculations UDDer Floor Left to Right Wall Line (Px) Wall Line (PJ Wall Shear' IW r. P1 1663 7.5 0.599 P2 2564 11.5 0.602 0 1 0.000 0 1 0.000 0 1 0.000 0 1 0.000 0 1 0.000 0 1 0.000 0 1 0.000 ri Calculations Lower Floor Left to Right er Floor Front to Back Wall Line (Px) Wall Shear IW r. P4 0 0 1 0.000 P6 2374 5.66 0.470 P7 1203 9.67 0.140 P8 2867 8 0.402 P9 3508 6.67 0.590 1 0 1 0.000 0.000 0 1 0.000 0 1 0.000 0 1 0.000 U Project Mngr. PI 39 Wall Shear = lateral load in a given shear line. Iw = Sum of the shear wall lengths in a given shear line. Total Story Shear = sum of lateral forces above and including the floor under consideration. Shear Calculations Lower Floor Area 1430 ftz DL 26 psf Seismic Factor 0.1403 E lower 8919 # n Calculations U er Floor Front to Back Wall Line (PJ Wall Shear IW r. P3 0 1 0.000 P4 0 1 0.000 P5 0 1 0.000 0 1 0.000 0 1 0.000 0 1 0.000 0 1 0.000 0 1 0.000 0 1 0.000 ri Calculations Lower Floor Front to Back Wall Line (P.) Wall Shear IW r. P10 0 1 0.000 1311 5566 16 0.390 P12 1783 11.5 0.174 0 1 0.000 0 1 0.000 0 1 0.000 0 1 0.000 0 1 0.000 0 1 0.000 Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 P 20 2 rmox iAb r,,,. Front to Back = 0.390 rm. Left to Right, = 0.602 P Front to Back = 1.000 P Left to Right = 1.000 Project Jackson Residence Client Dennis Jackson Job # 23246 Project Mngr. PI Date 10/17/2003 Page # 9 OF 39 Reliablility / Redundancy Calculation I max = The maximum element story shear ratio for a given direction. Ab = The average upper floor area on multi -story buildings or the area of a single story building including overhangs . Ab = 1015 ft' io Norman Scheel Project ' Jackson Residence Structural Engineer Client Dennis Jackson 5022 Sunrise Boulevard Job # 23246 Project Mngr. PI Fair Oaks, CA 95628 Date 10/17/2003 (916) 536-9585 Page # 10 OF 39 Total Wind Load = 2187 # Diaphragm Calculations Length of Diaphragm = - 24 ft Sheathing = 15/32 in Additional Load @ Diaphragm = 0 # Diaphragm Case (1 or 3) = 3 Calculations Seismic Load Calculation Total Width of Diaphragm Lateral Analysi P1 FRONT OF HOUSE AT BEDROOM 2- UPPER STORY Additional Diaphragm Width 0 ft Wind Load Calculations Total Width of Diaphragm = 38 ft Additional Diaphragm Width = 0 ft Plate Height = 8 ft Average Height above Plate = 3.5 ft Average Building Height = 21 ft Wind Load = 15.35 psf Additional Load 0 # Total Wind Load = 2187 # Diaphragm Calculations Length of Diaphragm = - 24 ft Sheathing = 15/32 in Additional Load @ Diaphragm = 0 # Diaphragm Case (1 or 3) = 3 Calculations Seismic Load Calculation Total Width of Diaphragm = 38 ft Total Length of Diaphragm = 24 ft Additional Diaphragm Width 0 ft Additional Diaphragm Length = 0 ft Building dead load = 26 # V = 0.1403 # Additional Load = 0 # Seismic load = 1663 # P = 1.0000 Total Seismic Load = 1663 # Shear Wall Calculations # of Shear Walls = 2 Total Length of Walls = 7.5 ft Base Shear = 292 plf Diaphragm Shear = 91 plf No Blocking Required USE SHEAR WALL TYPE 2 Overturning Calculations Uplift Location Uplift Location Length Dead Load Left From Left Right From Left Total Uplift Left Total Uplift Right 3.7500 457 3.7500 457 1762 1762 1762 1762 Shear Wall Specifications # Length Type Holdown Left SW1 3.7500 2Holdown Right 1 S1W2 3.7500. 2 1 1 Norman Scheel project Jackson Residence Structural Engineer Client' Dennis Jackson 5022 Sunrise Boulevard Job # 23246 Project Mngr. PI Fair Oaks, CA 95628 Date 10/17/2003 (916) 536-9585 Page # 11 OF 39 Chord Force Calculation P1 FRONT OF HOUSE AT BEDROOM 2- UPPER STORY Total Wind Load = 2763 # Total Seismic Load = 3326 # Load Length Depth CT Splice Specification 3326 24 ` 38 263' Use 24-16d Sinkers Nails each lap. Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0' Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Drag Strut Calculation Diaphragm Shear = 91 plf Base Shear SW # S.W. Len th Location Strap # Location Drag Force SWI 3.7500 0.0000 0.00 S W2 3.7500 0.00 0.00 0.00 0.00 = 292 plf ip Specification e = 292 plf ip Specification Norman Scheel Project ' Jackson Residence Structural Engineer Client Dennis Jackson 5022 Sunrise Boulevard Job # 23246 Project Mngr. PI Fair Oaks, CA 95628 Date 10/17/2003 (916) 536-9585 Page # 12 OF 39 Lateral Analysis Calculations P2 REAR AT MASTER BEDROOM / BEDROOM 4 - UPPER STORY Wind Load Calculations Length Seismic Load Calculation 5.0000 Total Width of Diaphragm = 38 ft Total Width of Diaphragm = Additional Diaphragm Width = 0 ft Total Length of Diaphragm = 38 ft Plate Height = Average Height above Plate 8 ft Additional Diaphragm Width 37 ft - - 0 ft = Average Building Height = 3.5 ft 21 ft Additional Diaphragm Length = 0 ft Wind Load = 15.35 psf Building dead load V = 26 # Additional Load - - 0 # Additional Load = 0.1403 # Seismic load = 0 # = 2564 # Total Wind Load- - 2187 # p Total Seismic Load = 1.0000 = 2564 # Diaphragm Calculations Length of Diaphragm = 37 ft Sheathing = 15/32 in Additional Load @ Diaphragm = 0 # Diaphragm Case ( 1 or 3 ) = 3 Diaphragm Shear No Blocking Required Length Dead Load 5.0000 457 6.5000 457 Shear Wall Calculations # of Shear Walls = 2 Total Length of Walls = 11.5 ft Base Shear = 223 pif = 69 pif USE SHEAR WALL TYPE overturning Calculations Uplift Location Uplift Location Left From Left Right, From Left Total Uplift Left 1022 793 Shear Wall Specifications Type Holdown Left 1 1 1 1 1 Total Uplift Right 1022 793 Holdown Right 1 1 # Length SW1 5.0000 SW2 6.5000 Shear Wall Calculations # of Shear Walls = 2 Total Length of Walls = 11.5 ft Base Shear = 223 pif = 69 pif USE SHEAR WALL TYPE overturning Calculations Uplift Location Uplift Location Left From Left Right, From Left Total Uplift Left 1022 793 Shear Wall Specifications Type Holdown Left 1 1 1 1 1 Total Uplift Right 1022 793 Holdown Right 1 1 Norman Scheel Structural Engineer -Project' Jackson Residence 5022 Sunrise Boulevard Client Dennis Jackson Fair Oaks, CA 95628 Job # 23246 Project Mngr. PI - (916) 536-9585 Date 10/17/2003 Page # 13 OF 39' Chord Force Calculation P2 REAR AT MASTER BEDROOM / BEDROOM 4 - UPPER STORY Total Wind Load = 4260 # Total Seismic Load - - 5127 # Load Length Depth CT Splice Specification 5127 37 38 624 Use 24-16d Sinkers Nails each lap. Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = ' 0.0 0 Drag Strut Calculation Diaphragm Shear 69 plf Base Shear SW # S.W. Length Location Strap # Location SWI 5.0000 0.0000 SW2 - 0.00 6.5000 0.00 0.00 0.00 0.00 Force = 223 plf ip Specification Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 Lateral ,Project* Jackson Residence Client Dennis Jackson Job # 23246 Project Mngr. PI Date 10/17/2003 Page # 14 OF 39 P3 SIDE OF HOUSE - UPPER STORY = 38 ft Wind Load Calculations = 15/32 in = Total Width of Diaphragm = 24 ft Additional Diaphragm Width = 0 ft Plate Height = 8 ft Average Height above Plate , = 3.5 ft Average Building Height = 21 ft Wind Load = Additional Load 15.35 psf = 0 # Total Wind Load = 1382 # Diaphragm Calculations Length of Diaphragm = 38 ft Sheathing Additional Load @ Diaphragm = 15/32 in = Diaphragm Case ( 1 or 3) 0 # = Additional Diaphragm Length 3 Diaphragm Shear = 44 plf No Blocking Required = 26 # Calculations Seismic Load Calculation Total Width of Diaphragm = Total Length of Diaphragm 24 ft = Additional Diaphragm Width 38 ft = Additional Diaphragm Length 0 ft = Building dead load 0 ft V = 26 # Additional Load = 0.1403 # Seismic load = 0 # = 1663 # p Total Seismic Load = 1.0000 = 1663 # Shear Wall Calculations COMPLIES WITH SECTION 2320.11.3 OR 2320.11.4 OF THE 2001 CBC FOR CONVENTIONAL BRACING. Overturning Calculations Uplift Location Uplift Location Length Dead Load Left From Left Right From Left Total Uplift Left Total Uplift Right Shear Wall Specificati # Length Type Holdown Left Holdown Right Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 P3 SIDE OF HOUSE - UPPER STORY Project Jackson Residence Client Dennis Jackson Job # 23246 Date 10/17/2003 Page # 15 Chord Force Calculation Project Mngr. PI OF 39 Total Wind Load = 4375 # Total Seismic Load Load Length Depth CT Splice Specification 4375 38 '24 866 Use 24-16d Sinkers Nails each lap. Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Drag Strut Calculation Diaphragm Shear • = 44 plf Base Shear SW # S.W. Len th Location Strap # Location Drag Force 0.0000 0.00 0.00 0.00 0.00 0.00 Is 3326 # 0 plf P Specification Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 Lateral P4 MIDDLE OF HOUSE - UPPER STORY Project Jackson Residence Client Dennis Jackson Job # 23246 Project Mngr. PI Date 10/17/2003 Page # 16 OF 39 Wind Load Calculations = 37 ft Total Width of Diaphragm = 37 ft Additional Diaphragm Width = 0 ft Plate Height = 8 ft Average Height above Plate = 3.5 ft Average Building Height = 21 ft Wind Load = 15.35 psf Additional Load = 0 # Total Wind Load = 2130 # Dia hra m Calculations Length of Diaphragm = 38 ft Sheathing = 15/32 in Additional Load @ Diaphragm = 0 # Diaphragm Case ( 1 or 3) = 3 Diaphragm Shear = 67 plf No Blocking Required Calculations Seismic Load Calculation Total Width of Diaphragm = 37 ft Total Length of Diaphragm = 38 ft Additional Diaphragm Width = 0 ft Additional Diaphragm Length = 0 ft Building dead load = 26 # V = 0.1403 # Additional Load = 0 # Seismic load = 2564 # P = 1.0000 Total Seismic Load = 2564 # Overturning Calculations Uplift Location Uplift Location Lerigth Dead Load Left From Left Right From Left Shear Wall Specifications # Length Type Holdown Left Shear Wall Calculations COMPLIES WITH SECTION 2320.11.3 OR 2320.11.4 OF THE 2001 CBC FOR CONVENTIONAL BRACING. Total Uplift Left Total Uplift Right Holdown Right Norman Scheel Project Jackson Residence Structural Engineer 5022 Sunrise Boulevard ac J Job # ac s Client . Denniskson Fair Oaks; CA 95628 46 Project Mngr. PI Date 10/17/2003 (916) 536-9585 Page # 17 OF 39 Chord Force Calculation P4 MIDDLE OF HOUSE - UPPER STORY Total Wind Load = 4375 # Total Seismic Load— — 5127 # Load Length Depth CT Splice Specification 5127 38 37 658 Use 24-16d Sinkers Nails each lap. Chord Force @ X = 0.0 0 Chord Force @,X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Dran Strut Calculation Diaphragm Shear = 67 plf Base Shear _ 0 plf SW # S.W. Len th Location Strap # Location Drag Force Strap Specification 0.0000 0.00 0.00 0.00 0.00 0.00 Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 Lateral P5 SIDE OF HOUSE - UPPER STORY Wind Load Calculations Project' Jackson Residence Client , Dennis Jackson Job # 23246 Project Mngr. PI Date 10/17/2003 Page # 18 OF 39 Total Width of Diaphragm = 13 ft Additional Diaphragm Width = 0 ft Plate Height = 8 ft Average Height above Plate = 3.5 ft Average Building Height = 21 ft Wind Load = 15.35 psf Additional Load = 0 # Total Wind Load Diaphragm Calculations 748 # Length of Diaphragm = 24 ft Sheathing = 15/32 in Additional Load @ Diaphragm = 0 # Diaphragm Case( 1 or 3) = 3 Diaphragm Shear = 31 plf No Blocking Required V Calculations Seismic Load Calculation Total Width of Diaphragm = 13 ft " Total Length of Diaphragm = 24 ft Additional Diaphragm Width = 0 ft Additional Diaphragm Length = 0 ft Building dead load = 26 # V = 0.1403 # Additional Load = 0 # Seismic load = 569 # p = 1.0000 Total Seismic Load = 569 # Shear Wall Calculations COMPLIES WITH SECTION 2320.11.3 OR 2320.11.4 OF THE 2001 CBC FOR CONVENTIONAL BRACING. Overturning Calculations Uplift Location Uplift Location Length Dead Load Left From Left Right From Left Total Uplift Left Total Uplift Right Shear Wall Specifications # Length Type Holdown Left Holdown Right Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916)536-9585 Project' Jackson Residence Client Dennis Jackson 'Job # 23246 Date 10/17/2003 Page # 19 Chord Force Calculation Project Mngr. PI OF 39 P5 SIDE OF HOUSE - UPPER STORY Total Wind Load = 2763 # Total Seismic Load Load Length Depth CT Splice Specification 2763 - 24. 13 638 Use 24-16d Sinkers Nails each lap. Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Draa Strut Calculation Diaphragm Shear = 31 plf Base Shear SW # S.W. Len th Location Strap # Location Drag Force 0.0000 0.00 0.00 0.00 0.00 0.00 1138 # 0 plf Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 Lateral P6 FRONT OF GARAGE Wind Load Calculations -Project' Jackson Residence Client Dennis Jackson Job # 23246 Project Mngr. PI Date 10/17/2003 Page # 20 OF 39 Total Width of Diaphragm = 20 ft Additional Diaphragm Width = 0 ft Plate Height = 9 ft Average Height above Plate = 5 ft Average Building Height = 14 ft Wind Load = 14.28 psf Additional Load = 2187 # Total Wind Load = 3544 # ADDITIONAL LOAD FROM P1 ABOVE Dia hra m Calculations Length of Diaphragm = 19.5 ft Sheathing = 15/32 in Additional Load @ Diaphragm = 0 # Diaphragm Case ( 1 or 3 ) = 3 Diaphragm Shear No Blocking Required USE SHEAR WALL TYPE Overturnina Calculations Uplift Location Uplift; Location Left From Left Right From Left Total Uplift Left See Strongwalls 5436 70 plf Calculations Seismic Load Calculation Total Width of Diaphragm = 20 ft Total Length of Diaphragm = 19.5 ft Additional Diaphragm Width = 0 ft Additional Diaphragm Length = 0 ft Building dead load 26 # V = 0.1403 # Additional Load = 1663 # Seismic load = 2374 # p = 1.0000 Total Seismic Load = 2374 # Shear Wall Calculations = 3 Total Length of Walls = 5.66 ft Base Shear = 626 plf Length Dead Load 3.0000 200 # Length SW2 3.0000 Shear Wall Specifications Type Holdown Left 5 27 See Strongwalls 5 Total Uplift Right 5436 Holdown Right 27 Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 P6 FRONT OF GARAGE Total Wind Load Load Length 2646 19.5 Chord Force @ X = Chord Force @ X = Chord Force @ X = Chord Force @ X = Chord Force @ X = Depth 20 0.0 0.0 0.0 0.0 0.0 Diaphragm Shear = SW # S.W. Len th Location " M2 3.0000 0.0000 Project Mngr. PI OF 39 2646 # Total Seismic Load CT Splice Specification 323 Use 24-16d Sinkers Nails each lap. 0 0 0 0 0 )rag Strut Calculation 70 pif Base Shear Strap # Location 0.00 0.00 0.00 0.00 0.00 Force 1422 # 626 pif -Project' Jackson Residence Client Dennis Jackson Job # 23246 Date 10/17/2003 Page # 21 Chord Force Calculation Project Mngr. PI OF 39 2646 # Total Seismic Load CT Splice Specification 323 Use 24-16d Sinkers Nails each lap. 0 0 0 0 0 )rag Strut Calculation 70 pif Base Shear Strap # Location 0.00 0.00 0.00 0.00 0.00 Force 1422 # 626 pif Norman Scheel Project Jackson Residence Structural Engineer Client Dennis Jackson 5022 Sunrise Boulevard Job # 23246 Fair Oaks, CA 95628 Date 10/17/2003 (916) 536-9585 Page # . 22 Lateral Analysis Calculations For Simsoon Sti P6.1 FRONT OF GARAGE 0 ft Total Length of Diaphragm = 19 ft Wind Load Calculations 0 ft Total Width of Diaphragm ,= 0 ft Additional Diaphragm Width = 0 ft Plate Height = 9 ft Average Height above Plate = 5 ft Average Building Height = 14 ft Wind Load = 14.28 psf Additional Load = 1672 # Total Wind Load = 1672 # Dia hra m Calculations Length of Diaphragm = 19 ft Sheathing = 15132 in Additional Load @ Diaphragm = 0 # Diaphragm Case ( 1 or 3) = 3 Diaphragm Shear No Blocking Required 88 plf t.wr $TR Project Mngr. PI OF 39 -Wall Seismic Load Calculation Total Width of Diaphragm = 0 ft Total Length of Diaphragm = 19 ft Additional Diaphragm Width = 0 ft Additional Diaphragm Length = 0 ft Building dead load = 26 # V = 0.1403 # Additional Load = 0 p = 1.0000 Total Seismic Load = 0 # Strong Wall Calculations # of Strong Walls = 2 Type SW16X7X4 Maximum Load Capacity = 2800 # Pecent of Capacity = 60% f Garage Portal (inside view) a Norman Scheel Project Structural Engineer Client 5022 Sunrise Boulevard Job # Fair Oaks, CA 95628 Date (916) 536-9585 Page # Lateral Analvs P7 FRONT AT LIVING I Wind Load Calculations = 33 ft Total Length of Diaphragm Total Width of Diaphragm = 33 ft Additional Diaphragm Width = 0 ft Plate Height = 14 ft Average Height above Plate = 5 ft Average Building Height = 21 ft Wind Load = 15.35 psf Additional Load = 0 # r Total Wind Load 3039 # Jackson Residence Dennis Jackson 23246 Project Mngr. PI 10/17/2003 23 OF 39 Calculations Seismic Load Calculation Total Width of Diaphragm = 33 ft Total Length of Diaphragm = 20 ft Additional Diaphragm Width = 0 ft Additional Diaphragm Length = 0 ft Building dead load = 26 # V = . 0.1403 # Additional Load = 0 # Seismic load = 1203 # p = 1.0000 Total Seismic Load = 1203 # Diaphragm Calculations Shear Wall Calculations Length of Diaphragm = 20 ft # of Shear Walls Sheathing , _15/32 in 1 = Total Length of Walls 9.61 ft Additional Load @ Diaphragm = 0 # Diaphragm Case ( 1 or 3) = 3 Base Shear - - 314 plf Diaphragm Shear = 152 plf No Blocking Required USE SHEAR WALL TYPE 7 Overturning Calculations Uplift Location Uplift Location Length Dead Load Left From Left Right • From Left Total Uplift Left SEE SUB DIAPHRAGM Total Uplift Right Shear Wall Specifications # Length Type Holdown Left • Holdown Right SEE SUB DIAPHRAGM Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916)536-9585 P7 FRONT AT LIVING Total Wind Load Load Length 3684 20 Chord Force @ X = Choral Force @ X = Chord Force @ X Chord Force @ X = Chord Force @ X = Project ' Jackson Residence Client Dennis Jackson Job # 23246 Date 10/17/2003 Page # 24 Chord Force Calculation Project Mngr. PI OF 39 3684 # Total Seismic Load Depth CT Splice Specification 33 279 Use 24-16d Sinkers Nails each lap. 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 Diaphragm Shear = SW # S.W. Len th Location 0.0000 Drag Strut Calculation 152 plf Base Shear Strap # Location Drag Force 0.00 0.00 0.00 0.00 0.00 2407 # 314 pif cation Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 Sub P7.1 SUB DIAPHRAGM Project Jackson Residence Client Dennis Jackson Job # 23246 Date 10/17/2003 Page # 25 OF Shear Wall Calculations UPLIFT CALCULATIONS Uplift at point 1 = 7769 # Use Holdown type 15 Uplift at point 5 = 6516 # Use Holdown type 15 Uplift at point 8 = 6510 # Use Holdown type 15 Uplift at point 4 = 7764 # Use Holdown type 15 POINT 2 1X 6LOCKW, raR - fi1RAP H&POWN STUD PER PLAN 1X.9Larum rOR- 5190 U ELOCKWG fOR-J-I 67RAP I I HOLOWN PER PL -414 Project Mngr. PI 39 LOADS Total Load = INPUT COORDINATES # Dead Load = X y Point 1 0.00 ft 0.00 ft Point 2 0.00 ft 14.00 ft Point 3 9.67 ft 14.00 ft Point 4 9.67 ft 0.00 ft Point 5 1.75 ft 0.00 ft Point 6 1.75 ft 6.67 ft Point 7 7.75 ft 6.67 ft Point 8 7.75 ft 0.00 ft Point 9 1.75 ft 7.16 ft Point 10 1.75 It 8.67 ft Point 11. 7.75 ft 8.67 ft Point 12 7.75 ft 7.16 It UPLIFT CALCULATIONS Uplift at point 1 = 7769 # Use Holdown type 15 Uplift at point 5 = 6516 # Use Holdown type 15 Uplift at point 8 = 6510 # Use Holdown type 15 Uplift at point 4 = 7764 # Use Holdown type 15 POINT 2 1X 6LOCKW, raR - fi1RAP H&POWN STUD PER PLAN 1X.9Larum rOR- 5190 U ELOCKWG fOR-J-I 67RAP I I HOLOWN PER PL -414 Project Mngr. PI 39 LOADS Total Load = 3039 # Dead Load = 200 pif BASE SHEAR CALCULATIONS B.S. Top, Bottom, Center 314 plf B.S. Piers 828 plf Use Shear Wall Type 7 STRAP CALCULATIONS Load Left of Opening = -899.2525 # Load Right of Opening = 986.60844 # Use Simpson CS16 Strap 86.806133 698.352087 Paw 9 -1X BLCVKIRO rOR MAP 7- ROLONN Mp PER PLAN - IX ELOCKWL rOR 5TRO - IR 6LOCKWa FOR ?TKAP HCLVI,VN IER PLAN 11 Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 P8 REAR WALL OF GARAGE Wind Load Calculations ,project' Jackson Residence Client Dennis Jackson Job # 23246 Project Mngr. PI Date 10/17/2003 Page # 26 OF 39 Lateral An Total Width of Diaphragm = 42.5 ft Additional Diaphragm Width = 0 ft Plate Height 1. = 9 ft Average Height above Plate = 5 ft Average Building Height 21 ft Wind Load = 15.35 psf Additional Load = 0 # Total Wind Load = 3099 # Diaphragm Calculations Length of Diaphragm = 37 ft Sheathing = 15/32 in Additional Load @ Diaphragm = 0 #_ Diaphragm Case ( 1 or 3) = 3 Diaphragm Shear _ ,84 plf No Blocking Required V Overturnin Uplift Location Uplift Length Dead Load Left From Left Right 8.0000 280. .# Length SWI 8.0000 Calculations Seismic Load Calculation Is Total Width of Diaphragm = 42.5 ft Total Length of Diaphragm = 37 ft Additional Diaphragm Width = 0 ft Additional Diaphragm Length = 0 ft Building dead load = 26 # V = 0.1403 # Additional Load = 0 # Seismic load = 2867 # p = 1.0000 Total Seismic Load = 2867 # Shear Wall Calculations # of Shear Walls = 1 Total Length of Walls = 8 ft Base Shear = 387 plf USE SHEAR WALL TYPE 3 Calculations Location From Left Total Uplift Left 2740 Shear Wall Specificati Type Holdown Left 3 8 Total Uplift Right 2740 Holdown Right 8 Norman Scheel 'Project ' Jackson Residence Structural Engineer Client Dennis Jackson 5022 Sunrise Boulevard Job # 23246 Project Mngr. PI Fair Oaks, CA 95628 Date 10/17/2003 (916) 536-9585 Page # 27 OF 39 Chord Force Calculation P8 REAR WALL OF GARAGE Total Wind Load Load Length 5735 37 Chord Force @ X = Chord Force @ X = Chord Force @ X = Chord Force @ X = Chord Force @ X = 5396 # Total Seismic Load Depth CT Splice Specification 42.5 624 Use 24-16d Sinkers Nails each lap. 0.0 0 0.0 0 0.01 0 0.0 0 0.0 0 Drag Strut Calculation Diaphragm Shear = 84 plf Base Shear SW # S.W. Length Location Strap # Location SWI 8.0000 0.0000 0.00 0.00 0.00 0.00 0.00 5735 # = 387 plf Force Strap Specification Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 -Project' Jackson Residence Client Dennis Jackson Job # 23246 Project Mngr. PI Date 10/17/2003 Page # 28 OF 39 Lateral Analysis Calculations P9 REAR AT FAMILY / NOOK / KITCHEN Wind Load Calculations = 14 ft Total Width of Diaphragm = 14 ft Additional Diaphragm Width = 0 ft Plate Height = 9 ft Average Height above Plate = 5 ft Average Building Height = 14 ft Wind Load = 14.28 psf Additional Load = 2187 # Total Wind Load = 3137 # ADDITIONAL LOAD FROM P2 ABOVE Dia hra m Calculations Length of Diaphragm = 37 ft Sheathing = 15/32 in Additional Load @ Diaphragm = 0 # Diaphragm Case ( 1 or 3) = 3 Diaphragm Shear = 26 plf No Blocking Required Seismic Load Calculation Total Width of Diaphragm = 14 ft Total Length of Diaphragm = 37 ft Additional Diaphragm Width = 0 ft Additional Diaphragm Length = 0 ft Building dead load = 26 # V = 0.1403 # Additional Load = 2564 # Seismic load = 3508 # P = 1.0000 Total Seismic Load = 3508 # Shear Wall Calculations # of Shear Walls = 2 Total Length of Walls = 6.67 ft Base Shear = 526 plf USE SHEAR WALL TYPE 4 Calculations Length Dead Load Uplift Location Uplift Location Left From Left Right From Left 4.0000 205 Total Uplift Left Total Uplift Right 2.6700 205 4460 4460 4551 4551 Shear Wall Specifications # SW1 Length 4.0000 Type Holdown Left Holdown Right SW2 2.6700 4 g 4 8 8 8 Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 P9 REAR AT FAMILY / NOOK / KITCHEN 'Project' Jackson Residence Client Dennis Jackson Job # 23246 Date 10/17/2003 Page # 29 Chord Force Calculation Project Mngr. PI OF 39 Total Wind Load = 5021 # Total Seismic Load Load Length Depth CT Splice Specification 5021 37 14 1659 Use 24-16d Sinkers Nails each lap. Chord Force @ X = 0.0 0 ' Chord Force @ X -0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Drag Strut Calculation Diaphragm Shear = 26 plf Base Shear SW # S.W. Len th Location Strap # Location S W 1 4.0000 0.0000 0.00 S W2 2.6700 0.00 0.00 0.00 0.00 Force Strap S 1889 # 526 plf Norman Scheel 'Project' Jackson Residence Structural Engineer Client Dennis Jackson 5022 Sunrise Boulevard Job # 23246 Fair Oaks, CA 95628 Date 10/17/2003 (916) 536-9585 Page # 30 Lateral Analysis Calculations P10 LEFT SIDE OF HOUSE 2671 # ADDITIONAL LOAD FROM P3 ABOVE = 39 ft Wind Load Calculations = 0 ft Total Width of Diaphragm 19 ft Additional Diaphragm Width = 0 ft Plate Height = 9 ft Average Height above Plate = 5 ft Average Building Height = 14 ft Wind Load = 14.28 psf Additional Load = 1382 # Total Wind Load = 2671 # ADDITIONAL LOAD FROM P3 ABOVE = 39 ft Diaphragm Calculations = 0 ft Length of Diaphragm = 39 ft Sheathing = 15/32 in Additional Load @ Diaphragm = 0 # Diaphragm Case ( 1 or 3) = 3 Diaphragm Shear = 35 plf No Blocking Required = 1.0000 Project Mngr. PI OF 39 Seismic Load Calculation Total Width of Diaphragm = 19 ft Total Length of Diaphragm . = 39 ft Additional Diaphragm Width = 0 ft Additional Diaphragm Length = 0 ft Building dead load = 26 # V = 0.1403 # Additional Load =. 1663 # Seismic load = 3014 # P = 1.0000 Total Seismic Load = 3014 # Shear Wall Calculations COMPLIES WITH SECTION 2320.11.3 OR 2320.11.4 OF THE 2001 CBC FOR CONVENTIONAL BRACING. Overturning Calculations Uplift Location Uplift Location Length Dead Load Left, From Left Right- From Left Total Uplift Left 5 Shear Wall Specifications # Length Type Holdown Left 0 Total Uplift Right Holdown Right Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 P10 LEFT SIDE OF HOUSE Total Wind Load Load Length 5292 39 Chord Force @ X = Chord Force @ X = Chord Force @ X = Chord Force @ X = Chord Force @ X = 'Project Jackson Residence Client Dennis Jackson Job # 23246 Date 10/17/2003 Page # 31 Chord Force Calculation Project Mngr. PI OF 39 5292 # Total Seismic Load Depth CT Splice Specification 19 1358 Use 24-16d Sinkers Nails each lap. 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 Diaphragm Shear = SW # S.W. Len th Location 0.0000 2702 # )rag Strut Calculation 35 plf Base Shear = 0 plf Strap # Location Drag Force Strap Specification 0.00 0.00 0.00 0.00 0.00 Norman Scheel Structural Engineer Project' Jackson Residence 5022 Sunrise Boulevard Client Dennis Jackson 15/32 in Fair Oaks, CA 95628 Job # 23246 Project Mngr: PI .3 (916) 536-9585 Date 10/17/2003 Page # 32 OF 39 Lateral Analysis Calculations P11 RIGHT SIDE OF GARAGE AT STAIRS Wind Load Calculations Seismic Load Calculation Total Width of Diaphragm = Additional Diaphragm Width = 37 ft Total Width of Diaphragm = 37 37 ft Plate Height = 0 ft Total Length of Diaphragm = 4 ft Average Height above Plate = 9 ft 5 ft Additional Diaphragm Width = 0 ft Average Building Height = 21 ft Additional Diaphragm Length = 0 ft Wind Load = 15:35 psf Building dead load V = 26 # Additional Load - - 2130 # = Additional Load 0.1403 # Total Wind Load = ADDITIONAL LOAD FROM P4 ABOVE 4828 # Dia hra m Calculations Length of Diaphragm = 44.5 ft Sheathing = 15/32 in Additional Load @ Diaphragm = 0 # Diaphragm Case ( 1 or 3) _ .3 Diaphragm Shear = 67 plf No Blocking Required Length Dead Load 16.0000 200 # Length SWI 16.0000 = 2564 # Seismic load = 5566 # P = 1.0000 Total Seismic'Load = 5566 # Shear Wall Calculations # of Shear Walls = 1 Total Length of Walls = 16 ft Base Shear = 348 pif USE SHEAR WALL TYPE Overturning Calculations Uplift Location Uplift Location Left From Left Right From Left Total Uplift Left 2064 Shear Wall Specifications Type Holdown Left 2 8 2 Total Uplift Right 2064 Holdown Right 8 Norman Scheel -Project Jackson Residence Structural Engineer Client Dennis Jackson 5022 Sunrise Boulevard Job # 23246 Fair Oaks, CA 95628 Date 10/17/2003 (916) 536-9585 Page # 33 Chord Force Calculation Project Mngr. PI OF 39 P11 RIGHT SIDE OF GARAGE AT STAIRS Total Wind Load = 6489 # Total Seismic Load Load Length Depth CT Splice Specification 6489 44.5 37 976 Use 24-16d Sinkers Nails each lap. Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Diaphragm Shear = SW # S.W. Len th Location SW1 16.0000 0.0000 )rag Strut Calculation 67 plf Base Shear Strap # Location 0.00 0.00 0.00 0.00 0.00 Force 6004 # 348 plf -ation Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 P12 RIGHT SIDE AT LIVING / DINING Project Jackson Residence Client Dennis Jackson Job # 23246 Date 1/19/2004 Page # 34 Lateral Analysis Calculations Wind Load Calculations in Total Width of Diaphragm = 18 ft Additional Diaphragm Width = 0 ft Plate Height = 9 ft Average Height above Plate = 5 ft Average Building Height = 14 ft Wind Load = 14.28 psf Additional -Load = 748 # Total Wind Load ADDITIONAL LOAD FROM P5 ABOVE 1970 # Diaphragm Calculations V Length of Diaphragm = 37 ft Sheathing = 15/32 in Additional Load @ Diaphragm = 0 # Diaphragm Case ( 1 or 3 ) = 3 Project Mngr. PI OF 39 Seismic Load Calculation Total Width of Diaphragm = 18 ft Total Length of Diaphragm = 37 ft Additional Diaphragm Width = 0 ft Additional Diaphragm Length = 0 ft Building dead load = 26 # V = 0.1403 # Additional Load = 569 # Seismic load = 1783 # p = 1.0000 Total Seismic Load = 1783 # Shear Wall Calculations # of Shear Walls = 1 Total Length of Walls = 14 ft Base Shear = 141 plf Diaphragm Shear = 33 plf No Blocking Required USE SHEAR WALL TYPE 1 Overturning Calculations Uplift Location Uplift Location Length Dead Load Left From Left . Right . From Left Total Uplift Left Total Uplift Right 14.0000 200 333 333 Shear Wall Specifications # Length Type Holdown Left Holdown Right SW1 14.0000 1 None None Norman Scheel Project Jackson Residence Structural Engineer Client Dennis Jackson 5022 Sunrise Boulevard Job # 23246 Project Mngr. PI Fair Oaks, CA 95628 Date' 1/19/2004 (916) 536-9585 Page # 35 OF 39 Chord Force Calculation P12 RIGHT SIDE AT LIVING / DINING Total Wind Load = 5021 # Total Seismic Load = 2429 # Load Length Depth CT Splice Specification 5021 37 18 1290 Use 24-16d Sinkers Nails each lap. Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Chord Force @ X = 0.0 0 Drag Strut Calculation Diaphragm Shear = 33 plf Base Shear = 141 plf SW # S.W. Length Location Strap # Location Drag Force Strap Specification SW1 14.0000 0.0000 0.00 0.00 0.00 0.00 0.00 Norman Scheel Structural Engineer - 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585. Project Jackson Residence Client Dennis Jackson Job # 23246 Project Mngr. PI Date 10/17/2003 Page #, 36 OF 39 Shear Wall Table Tye Wind Seismic Description 260 260 3/8" APA RATED SHEATHING ONE FACE WITH 8d COMMON NAILS 1 AT 6" O.C. EDGE AND 12" O.C. FIELD. 1/2" DIAMETER ANCHOR BOLTS @ 32" O.C. MAX. OR 5/8" DIAMETER ANCHOR BOLTS @ 48" O.C. MAX. HOLDOWNS AS SPECIFIED 350 350 IN CALCULATIONS. 3/8" APA RATED SHEATHING ONE FACE WITH 8d COMMON NAILS AT 4" O.C. EDGE AND 12" O.C. FIELD. 5/8" DIAMETER ANCHOR BOLTS @ 32" O.C. MAX. HOLDOWNS AS SPECIFIED IN CALCULATIONS. 490 490 3/8" APA RATED SHEATHING ONE FACE WITH 8d COMMON NAILS AT 3" O.C. EDGE AND 12" O.C. FIELD. INSTALL MINIMUM 3X NOMINAL FRAMING MEMBERS AT ADJOINING PANEL EDGES WITH STAGGERED NAILING. 5/8" . DIAMETER ANCHOR BOLTS @ 12" O.C-MAX. HOLDOWNS AS SPECIFIED IN �CALCULATIONS. 4 600 600 15/32" APA RATED SHEATHING ONE FACE WITH 10d COMMON NAILS AT 3" O.C. EDGE AND 12" O.C. FIELD. INSTALL MINIMUM 3X NOMINAL FRAMING MEMBERS AT ADJOINING PANEL EDGES WITH STAGGERED . . NAILING. 5/8" DIAMETER ANCHOR BOLTS @ 8" O.C. MAX. OR 3/4" DIAMETER ANCHOR BOLTS @ 12" O.C. MAX. HOLDOWNS AS SPECIFIED 640 640 IN CALCULATIONS. 3/8" APA RATED SHEATHING ONE FACE WITH 8d COMMON NAILS AT 2" O.C. EDGE AND 12" O.C. FIELD. INSTALL MINIMUM 3X NOMINAL FRAMING MEMBERS AT ADJOINING PANEL EDGES WITH STAGGERED NAILING. 5/8" DIAMETER ANCHOR BOLTS @ 24" O.C. MAX. HOLDOWNS AS SPECIFIED IN CALCULATIONS. PROVIDE 3X PT DF SILL PLATE. — 770 770 15/32" APA RATED SHEATHING ONE FACE WITH 10d COMMON NAILS AT 2 O.C. EDGE AND 12" O.C. FIELD. INSTALL 3X NOMINAL FRAMING MEMBERS AT ADJOINING PANEL EDGES WITH STAGGERED NAILING. 5/8" DIAMETER ANCHOR BOLTS @ 16" O.C. MAX. HOLDOWNS AS .SPECIFIED IN CALCULATIONS. PROVIDE 3X PT DF SILL PLATE. 980 980 3/8" APA RATED SHEATHING BOTH FACES WITH Sd COMMON NAILS AT 3" O.C. EDGE AND 12" O.C. FIELD. INSTALL 3X NOMINAL FRAMING MEMBERS AT ADJOINING PANEL EDGES WITH STAGGERED NAILING. 5/8" DIAMETER ANCHOR BOLTS @ 16" O.C. MAX. HOLDOWNS 1200 1200 AS SPECIFIED IN CALCULATIONS. PROVIDE 3X PT DF SILL PLATE. 15/32" APA RATED SHEATHING BOTH FACES WITH 10d COMMON NAILS AT 3" O.C. EDGE AND 12" O.C. FIELD. INSTALL MINIMUM 3X NOMINAL FRAMING MEMBERS AT ADJOINING PANEL EDGES WITH STAGGERED NAILING. 3/4" DIAMETER ANCHOR BOLTS (@0 16" O.C. MAX. HOLDOWNS AS SPECIFIED IN CALCULATIONS. PROVIDE 3X PT DF SILL PLATE. 1540 1540 15/32" APA RATED SHEATHING BOTH FACES WITH 10d COMMON NAILS 9 AT 2" O.C. EDGE AND 12" O.C. FIELD. INSTALL MINIMUM 3X NOMINAL FRAMING MEMBERS AT ADJOINING PANEL EDGES WITH STAGGERED NAILING. 3/4" DIAMETER ANCHOR BOLTS @ 12" O.C. MAX. HOLDOWNS AS SPECIFIED IN CALCULATIONS. PROVIDE 3X PT DF SILL PLATE. Norman Scheel Project 'Jackson Residence Structural Engineer Client Dennis Jackson 5022 Sunrise Boulevard Job # 23246 Project Mngr. PI Fair Oaks, CA 95628 Date 10/17/2003 (916) 536-9585 Page # 37 OF 39 Braced Wall Panel Schedule Type Description MINIMUM BRACED PANEL LENGTH OF 8'-0". 1/2" GYPSUM WALLBOARD SHEATHING A ONE FACE. NAIL TO FRAMING WITH 5d COOLER / WALLBOARD NAILS AT 7" O.C. PER BWP 2001 CBC SECTION 2320.11.3 METHOD 5. PANEL TO BE WITHIN 8' OF END OF WALL LINE AND NOT MORE THAN 25' O.C. PER 2001 CBC SECTION 2320.11.3 BRACING. MINIMUM BRACED PANEL LENGTH OF 4'-0". 1/2" GYPSUM WALLBOARD SHEATHING B TWO FACES. NAIL TO FRAMING WITH 5d COOLER / WALLBOARD NAILS AT 7" O.C. PER BWP 2001 CBC SECTION 2320.11.3 METHOD 5. PANEL TO BE WITHIN 8' OF END OF WALL LINE AND NOT MORE THAN 25' O.C. PER 2001 CBC SECTION 2320.11.3 BRACING. MINIMUM BRACED PANEL LENGTH OF 4'-0". 7/8" MINIMUM TOTAL THICKNESS OF 3 -COAT C STUCCO PER TABLE 25-1. MATERIAL TYPE 1, 2001 CBC. PANEL TO BE WITHIN 8' OF END BWP OF WALL LINE AND NOT MORE THAN 25' O.C. PER 2001 CBC SECTION 2320.11.3 BRACING. 3/8" APA RATED SHEATHING ONE FACE WITH 8d COMMON NAILS AT 6" O.C. EDGE AND 1A 12" O.C. FIELD. MINIMUM PANEL LENGTH TO BE 4'-0". PANEL TO BE WITHIN 8' OF END OF BWP WALL LINE AND NOT MORE THAN 25'0.C. PER 2001 CBC SECTION 2320.11.3 BRACING. ' 5/8" T1-11 SHEATHING ONE FACE WITH 10d GALVANIZED NAILS AT 6" O.C. EDGE AND 12" O.C. FIELD. MINIMUM PANEL LENGTH TO BE 4'-0". PANEL TO BE WITHIN 8' OF END OF T1 WALL LINE AND NOT MORE THAN 25' O.C. PER 2001 CBC SECTION 2320.11.3 BRACING. BWP ABW 3/8" APA -RATED SHEATHING ONE FACE WITH 8d COMMON NAILS AT 6" O.C. EDGE AND BWP 12" O.C. FIELD, MINIMUM PANEL LENGTH TO BE 2'-8". FOR SLAB -ON -GRADE PROVIDE SIMPSON HPAHD22-2P HOLDOWN INTO DOUBLE 2X D.F. POST. FOR RAISED WOOD FLOOR PROVIDE PHD2 HOLDOWN INTO 4X POST WITH SSTS16 ANCHOR AT EACH END _ OF THE BRACED WALL PANEL. EACH BRACED WALL PANEL TO HAVE NO LESS THAN (2) 1/2" DIAMETER ANCHOR BOLTS, ONE PLACED AT EACH PANEL QUARTER POINT PER 2001 CBC SECTION 2320.11.4 ALTERNATE BRACED WALL PANELS. CONSTRUCTION NOTES HORIZONTAL JOINTS DO NOT REQUIRE BLOCKING FOR BRACED WALL PANEL TYPES A & B PER TABLE 25-1 (VOLUME 2) 2001 CBC. 2. BRACED WALL PANEL SOLE PLATES TO BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE PER TABLE 23 -II -B-1. SILLS SHALL BE BOLTED TO THE FOUNDATION OR SLAB PER SECTION 1806.6 (2001 CBC) WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH THE BRACED WALL PANELS. PROVIDE (3) 16d NAILS 6 16" O.C. TYPICAL. Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 Project Jackson Residence Client Dennis Jackson Job # 23246 oject Mngr. Date 10/17/2003 Page # 38 OF 39 Wdown Table Type Wind Seismic Description 1 1650 1650 CS16 STRAP 14" MINIMUM END SPAN, CLEAR SPAN VARIES, ATTACH TO 2X FRAMING MEMBERS AT SHEAR WALL AND FRAMING BELOW, FLOOR FRAMING OR SHEAR WALL. 2100 2100 MST37 FLOOR TIE, 16" MAXIMUM CLEAR SPAN. ATTACH TO DOUBLE 2X FRAMING MEMBERS AT SHEAR WALL 3300 3300 MST48 FLOOR TIE, 16" MAXIMUM CLEAR SPAN. ATTACH TO DOUBLE 2X FRAMING MEMBERS AT SHEAR WALL 4990 4990 MST60 FLOOR TIE, 16" MAXIMUM CLEAR SPAN. ATTACH TO 4X FRAMING MEMBERS AT SHEAR WALL 5800 5800 MST72 FLOOR TIE, 16" MAXIMUM CLEAR SPAN. ATTACH TO 4X'FRAMING MEMBERS AT SHEAR WALL 4565 5175 HTT22 TENSION TIE WITH 4X4 POST AND SSTB24 ANCHOR 0> 4170 4170 HPAHD22 SINGLE POUR O4570 .4570 HPAHD22-2P DOUBLE POUR 'i 2775 2775 HD -2A HOLDOWN WITH 4X4 POST WITH SSTB20 ANCHOR 12 4010 4010 HD -5A HOLDOWN WITH 4X4 POST WITH SSTB24 ANCHOR 13 5105 5105 HD -6A HOLDOWN WITH"4X4 POST WITH SSTB34 ANCHOR 14 7460 7460 HD -8A HOLDOWN WITH 4X4 POST WITH SSTB34 ANCHOR 15 8910 9540 HD -10A HOLDOWN WITH 4X4 POST WITH SSTB34 ANCHOR 16 4455 4455 MTT286 HOLDOWN WITH 4X4 POST WITH SSTB24 ANCHOR 2s 3610 3610 PHD2 HOLDOWN WITH (2) 2X4 POST WITH SSTB20 ANCHOR se 4565 4565 PHD5 HOLDOWN WITH (2) 2X4 POST WITH SSTB24 ANCHOR 27 5860 5860 PHD6 HOLDOWN WITH 4X4 POST WITH SSTB34 ANCHOR za 6730 6730 PHD8 HOLDOWN WITH 4X4 POST WITH SSTB34 ANCHOR PI Norman Scheel Project "'Jackson Residence Structural Engineer Client Dennis Jackson 5022 Sunrise Boulevard Job # 23246 Project Mngr. PI Fair Oaks, CA 95628 Date 10/17/2003 (916) 536-9585 Page # 39 OF 39 Shear Wall Notes 1 SHEATHING USED IN THE CONSTRUCTION OF SHEAR WALLS TO BE 4' X 8' MINIMUM EXCEPT AT BOUNDARIES OR AT CHANGES IN FRAMING WHERE THE MINIMUM WIDTH IS TO BE 24" TYP. 2 FRAMING MEMBERS OR BLOCKING REQUIRED AT ALL PANEL EDGES IN SHEAR WALL. 3 ABOVE VALUES ARE BASED ON 16" O.C. STUD SPACING. 4 ALL ANCHOR BOLTS IN ALL WALLS INCLUDING SHEARWALLS REQUIRE 2" X 2" X 3/16" THICK PLATE WASHERS. 5 FOR SHEARWALLS TYPE 5, 6, 7, 8, AND 9, 3X NOMINAL PT DF SILL PLATED ARE REQUIRED. 6 2 ANCHORS MINIMUM PER SHEARWALL. Simpson Holdown Notes 1 ALL HARDWARE TO BE SIMPSON ONLY. INSTALL PER SIMPSON SPECIFICATIONS. 2 CONNECT DOUBLE HOLDOWN STUDS TOGETHER WITH 24-16D SINKER NAILS MINIMUM. 3 PROVIDE 8" DIAMETER OR 8" SQUARE DEEPENED AREA AROUND HOLDOWN ANCHOR TO ACHIEVE 3" CLEAR COVER BELOW BOTTOM OF HOLDOWN ANCHORS AS REQUIRED. CALCULATIONS FOR 5/8" A.B. AT SHEAR WALLS s/e' 0 A.B. = 880# DURATION OF LOAD - 1.33 3/a' 0 A.B. = 1190# S.W. 3 880(1.333)/2(490) = 1.972'= 14.36" USE 5/8" DIAMETER BOLTS AT 12" O.0 S.W. 4 880(1.333)/2(600) = 0.9775' = 11.73" USE 5/8" DIAMETER BOLTS AT 8" O.0 S.W. 4 1190(1.333)/2(600) = 1.3189' = 15.82" USE 3/4" DIAMETER BOLTS AT 12" O.0 A ORAWN OMKOKMO OATM -47 JOE NO. Coarozzlil, EMMET CP MHENTs WrOCKDRAFTING FORM "0. 101-0N RC t,. 9 WrOCKDRAFTIIN FORM Me. 191•{f RC \ I r l } A�. ?5' H f5, � /��F� 2/ PROVIDE 2X LEDGER 30-(FZ "0 r W3/8" X 5" LAG BOLT SIS FEL�t P�i FL,�H 0l� EACH STUD - 2,cly dF�Z L.Er�vEi� IL.►�i24; —" pro' P oto- r litw WAY. PLANNING DIVISION - BUILDING PLAN APPROVAL Use: Date: r)(, Parking: Landscaping: Other. _ Signature: ---- a � �z M.: i, I BUTTE COUNTY BUILDING DIVISION APPROVED DPAWN ONECKNO AT OQV YEN- rg„Lq. P JOE NO. 4411,19 5�-r •NetT i 2 OF •NttT• l -IJ f-" cr