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HomeMy WebLinkAbout079-070-037anzwom BRIGHT, DAVE 02-144 2995 FOOTHILL BLVD., O O1N; LED CONT: B SHARP ELECTRI — I EO INSTALL NEW 200 AMP SE yjCE 079-070-037 06-2071 BRIGHT, DAVE & POLLY 2995 FOOTHILL BLVD, OROVILLE Cont: OWNER RETAINING WALL i � F BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds ' • PROJECT INFORMATION Site Address: 2995 FOOTHILL BLVD APN: 079-070-037 Owner: BRIGHT DAVID N & POLLY L Permit No: 06-2071 Issued Date: 10/02/2006 By TMP Expiration Date: 10/02/2007 Occupancy: Zoning: Permit type: MISCELLANEOUS Subtype: RETAINING WALL Description: RETAINING WALL- 261 FT 2995 FOOTHILL BLVD OROVILLE, CA 95966 (530) 534-3928 Contractor Applicant: Square Footage: OWNER BRIGHT DAVID N & POLLY ] Building Garage Remdl/Addn 2995 FOOTHILL BLVD OROVILLE, CA 95966 (530) 534-3928 - Other Porch/Patio Total FEE INFORMATION Fund 10 BLDG $200.39 -Retaining Wall $300.59 Total Charged: $500.98 Fees Paid: $500.98 Balance Due: $0.00 Receipt No: B347 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires OWNER / / I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, , also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects 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. X 10/02/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one 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 year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Cartier. Policy Number. Exp. Date: (This section need not be completed if the permit is oris or one dollars ($100) or less.) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS 10/02/2006 ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those wners Signature Date provisi s. X „ 10/02/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owners behalf. 10/02/2006 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) 0/Owner ❑ Contractor OR. DAgent for Owner DAgent for Contractor FILE COPY Lenders Address City State Zip 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" OWNER INFORMATION Last Nameb'C irst Name i D 1, Address � J� City J t 11 Stat '9 Cr / ZZ b Phon—3 oZ p Phone, -7,!, Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name Address CL IU e tlac{ Address 'k City Phone.L _ State Zip Phone Fax E-mail I Lot # Lic. # Class ARCHITECT/ENGINEER Namee Zoning Address CL IU e tlac{ City 'k Stat Zip n „ p+ Y-VJ Phone.L _ Fax3q�p_je E-mail State License Number APPLICANT INFORMATION Name Pb L 1c� 6 Zoning Address � _ City Stt Zp7�o Phone, ---,q _ 3 9a // Fax E-mail For office uN on : Zoning Flood Zone SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page I Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K TORM&BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP L BIN # Pade 1 of 2 LENDING AGENCY Name Address pp_ Description or Scope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be 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 Amount: 0 • Bldg SRA Receipt #: YA 107q Sheriff SMIP Date: Other fO d (P d'V - J 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 MIC ❑ 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 aid layouts in duplicate (if required). No faxesl ❑ 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�pproval 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 e 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 K TORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY Ut= BUTTE -DEPARTMENT OF; DEVELOPMENT SERVICES -BUILDING DIVISIb7V 1 7 County Center Drive; Oroville, .CA 95965 -Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER er ASSESSOR PARCEL NUMBER v � l _ v 7 0 v,]S/ Proposed Building Use: ��oj '� -(.•- e (Ju Permit Tech urician: Date: Items required in order to apply for a permit All boxes MUST be checked OR marked NA in order to apply. / X 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 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 f stamped and signed calculation ❑ 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 X_ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit (May require additional plan review upon receipt of the following items.) p� 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation re uired...... .................. .......... ❑/ 18. Erosion Control Plan Required .............. ...,...... ............................... .. 17' 19. Fees as shown on the attached Schedhl of ees Du Sheet... 30. 0.A.5.. ......... ❑ 20. City of Chico Plumbing permit .................................... .............................. .. ❑ 21. Site plan and business license approval from the City of Bigg ...... .......... ❑ 22. California Department of Forestryry Ian approval ❑ paid. Sent by: ........../. -meg-- [� 23. Planning approval for (A) Use: OK_ (B) Parking: (C) Parcel Check:.. t/......��fr ❑ 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 SJ `C'' �� 045 and hold for pickup. I have been informed of the above items and red' nts for obtaining a bui� g permit. rrem Applicant Date: d/6 6 1. Index permit application for the above items n Plan Check Letter 2. Additional items r uired Contractor, design owne as advised of the aboverata by phone, ❑ mail, ❑ counter, Date: 2/9 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, y Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: tQ Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: Building Division = Development Services AUG .3 12006 DEVELoK;m Nl FROM: Environmental Health SERVICES Plot Plan Attadted Floor Plan Attadied Sent to 8D/DS r / A SUBJECT: Sanitation Clearance bj4y-e t &L Owner 1.. Location AP# Plan Approved for: Sewage Disposal: _ Water Supply: Public Private Well Clearance fobdwelling. Other 9�,OCLV 02-7 ZQ Hold final for: Final clearance O.K. for: NOTE: �alth Specialist Date Building Clearance 9/2005 Butte County Department of-Develop-mentSerw' °�"''�0 s... 7 County Center Drive ` Oroville, CA 95965 °° r.?a o (530) 538-7601 Telephone c -1 (530) 538-7785 Facsimile �UN� BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 0 I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is,obtained a I am responsible for. notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building, plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required Hermits/clearances include, but are not limited to, verification the parcel was legally created, adherence to.all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: Building site address: �a t I ad, Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated submission of the above -referenced building permit application and my signature below: t F APPLI DATE by my 0<1 Department of Public Works ° C o u n t y o f B u t t e -o O J. Michael Crump, Director LAND DEVELOPMENT DIVISION O Storm Water Management Program 7 County Center Drive ,o `ray Oroville. CA 95965 �Clc yyOA (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 Xproj Description: Project Location and/or Parcel Number: 6 v ✓� C3 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: K L° Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 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. 0I personally plan to provide them 'or labor and material for construction of this proposed property improvement: YES [] NO [ ]. 0 I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: . NAME: _ ADDRESS: PHONE: . CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE - NO. E: This Owner -Bu Health and Safety Code. verification is required by Section 19831 and 19832 of the. California This verification must be completed and returned to our office before we are permitted to issue the permit: Rev'd 11/4/2004 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecou nty.net/d ds OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including .state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o . For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "own er-builder";building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website at www.CSLB.ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, kP� Scott Rutherford Manager, Building Divi NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. STRUCTURAL CALCULATIONS Bright Residence Retaining Wall Butte County, CA Job Number: 05-043 May 5, 2005 S/ GpN` . rl. LLJ No. 58201 F- rr) -40 30-06 AQ NljpF CAL 7-0-7 BUTTE COUNTY BUILDING DIVISION APPROVED, �� A ��,� from the design desk. of .... ... Russell, GaUa'w . ay Associates .7 Sierra Nevada Court •.Chico, California 95928 (530) 342-0302 fax 342-1882 www.rga-chico.com rT COQ11j1j),1NG-m DEv �a,v 2 3/4°' CLR, TO VERTS., TYR �:I 2-#4 CONT, 8" C.M.U. GROUT SOLID "B" BARS ,O„ BARS #4.@ 2-uba HORIZ TYP, PROVIDE FILTER FABRIC OVER 6-8" DRAIN ROCK W/ 4" MIN, PERFORATED PIPE DRAIN TO DAYLIGHT - "A" BARS FAB 2-#4 #4 @ CONT, Y-0"aa - CONT, I 'T' I_ "B" i- 4 F RETAINING WALL S1 WALL`;HT "B" �T' i't" "q"fPARS ^ :'B" BARSµ "C'}BARS ` #4@16046 _ 4'44<6''y .::3'-6°,. Y-5" 'Y-8" NOTE: "C" BARS EXTEND 60 BAR 0 iOFESSIp` ABOVE FOOTING, MIN. H 02 r Z LAO No. 58201 r m RETAINING WALL FOR Dave Bright FOOTHILL BLVD. OROVILLE, CA DRAWN DR CHECKED - DATE 03/90/05 SCALE NONE PRDJ.4 02-M 4T�1OF CAH 1Russell, Gallaway Associates Title :Bright Residence 4' Page: 115 Meyers St. .Job # :...New... Dsgnr: dr Date: MAR 31,20C Suite 110 Description.... Chico, CA 95928 N.,(530) 342-0302 Retain Pro 8.1f, 01 -October -2004, (c)1989-2004 This Wall in File: c:1rp61nelson.rp5 Registration #: RP -1120525 Cantilevered Retaining Wall Design Code: CBC 200• Criteria Soil DataFooting Dimensions & Strengths Retained Height = 4.00 M Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: ' Height of Soil over Toe = 3.00 in Water height over heel = 0.0 ft Wind on Stem = 0.0 psf Surcharge Loads 1,491 psf OK Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning 1,789 psf Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Sliding Cates (Vertical Component NOT Used) Wall Stability Ratios 389.1 lbs Overturning = 1.63 OK Sliding = 1.54 OK Total Bearing Load = 1,024 lbs ...resultant ecc. = 6.51 in Soil Pressure @ Toe = 1,491 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,789 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 4.8 psi OK Footing Shear @ Heel = 3.2 psi OK Allowable = 85.0 psi Sliding Cates (Vertical Component NOT Used) Lateral Sliding Force = 389.1 lbs less 100% Passive Force= - 188.4 lbs less 100% Friction Force = . 409.5 Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Footing Design Results = 1,500.0 psf - Equivalent Fluid Pressure Method Toe Heel Factored Pressure = 1,789 0 psf Mu': Upward = 496 2 ft-# Mu': Downward = 95 267 ft-# Mu: Design = 401 265 ft-# Actual 1 -Way Shear = 4.76 3.15 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Spec'd Shear..... Actual Heel Reinforcing = None Spec'd psi = Key Reinforcing = None Spec'd 0.00 in Allow Soil Bearing = 1,500.0 psf - Equivalent Fluid Pressure Method Heel Active Pressure = 30.0 psf/ft Toe Active Pressure = 30..0 psf/ft Passive Pressure =50.0 psf/ Soil Density = 1 0_O�O pcf FootingIiSoil Friction = 400 Soil height to ignore = for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Stem Construction 0.67 ft Heel Width = Design height ft = Wali Material Above "Ht" _ Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fc = 2,500 psi • _ Fy = fb/FB + fa/Fa = Total Force @ Section lbs = Moment.... Actual ft-# _ Moment..... Allowable = Shear..... Actual psi = Shear..... Allowable psi = ,p Stem Toe Width = 0.67 ft Heel Width = 1.33 Total Footing Width = 2.00 Footing Thickness = 16.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe, = 1.67 ft fm fc = 2,500 psi • _ Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Adjacent Footing Load = Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil Medium Weight _ at Back of Wall 0.0 ft Stem OK 0.00 Masonry 8.00 # 4 16.00 Edge 0.353 239.1 319.9 905.4 4.2 19.4 Lap Splice if Above in = 24.00 Lap Splice if Below in= 8.40 Wall Weight = 78.0 Rebar Depth 'd' in= 5.25 Masonry Data fm psi = 1,500 Fs psi = 24,000 Solid Grouting = Yes Special Inspection = No Modular Ratio 'n' = 25.78 Short Term Factor = 1.000 Equiv. Solid Thick. in = 7.60 Masonry Block Type = Medium Weight Concrete Data fc psi = Fy psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: No key defined Russell, Gallaway Associates Title : Bright Residence 4' Page: 115 Meyers St. Job # :...New... Dsgnr: dr Date: MAR 31 2005 Suite 110 Description.... Chico, CA 95928 (530) 342-0302 This Wall in File: c.lrp6lnelson.rp5 Retain Pro 6.1f, 01-October-2004, (c)1989-2004 Registration #: RP-1120525 Cantilevered Retaining Wall Design Code: CBC 2001 Summary of Overturninci & Resistinn Forces & Moments .....OVERTURNING..... Force Distance Moment .....RESISTING..... Force Distance Moment Item lbs It ft-# lbs ft ft-# Heel Active Pressure = 426.7 1.78 758.5 Soil Over Heel = 293.4 1.67 489.1 Toe Active Pressure = -37.6 0.53 -19.8 Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 0.00 Load @ Stem Above Soil = Soil Over Toe = Surcharge Over Toe _ 18.3 0.33 6.1 Stem Weight(s) Earth @ Stem Transitions= 312.0 1.00 312.1 Total = 389.1 O.T.M. = 738.7 Footing Weight Resisting/Overturning Ratio = 1,83 _ - Key Weight 400.1 1.00 400.1 Vertical Loads used for Soil Pressure = 1,023.8 lbs = Vert. Component = 1.67 Vertical component of active pressure NOT used for soil pressure Total = 1,023.8 lbs R.M.= 1,207.4 Y #0@18.in @Toe #0@18.in @ Heel 8.in Mas w/ #4 t7 16 in n/c Solis Designer select all horiz. reinf. See Appendix A z ' Russell, Gallaway Associates Title Bright Residence 6' Page: 115 Meyers St. Job # :...New... Ds nr: dr Date: MAR 31,200: ., •:._ a Suite 110 Description.... g :.. Chico, CA 95928 (530) 342-0302 �~ Retain Pro 6.1f, 01 -October -2004, (c)1989.2004 This Wall in File: c:\rp6\nelson.rp5 Registration #: RP•1120525 Cantilevered Retaining Wall Design Code: CBC 2001 Criteria 1,291 psf OK Retained Height = 6.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: Height of Soil over Toe = 3.00 in Water height over heel = 0.0 ft Wind on Stem = 0.0 psf Surcharge Loads 1,291 psf OK Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning 1,549 psf Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity. = 0.0 in Design Summary Sliding Calcs (Vertical Component NOT Used) Wall Stability Ratios 826.6 lbs Overturning = 2.25 OK Sliding = 1.53 OK Total Bearing Load = 2,317 lbs ...resultant ecc. = 6.65 in Soil Pressure @ Toe = 1,291 psf OK Soil Pressure @ Heel = 33 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,549 psf ACI Factored @ Heel = 39 psf Footing Shear @ Toe = 6.4 psi OK Footing Shear @ Heel = 5.0 psi OK Allowable = 76.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 826.6 lbs less 100% Passive Force = - 334.2 lbs less 100% Friction Force = . 926,8 Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Footing Design Results = 1,500.0 psf- Equivalent Fluid Pressure Method Heel Active Pressure Toe Heel Factored Pressure = 1,549 39 psf Mu': Upward = 1,657 335 ft-# Mu': Downward = 417 1,369 ft-# Mu: Design = 1,239 1,034 ft-# Actual 1 -Way Shear = 6.44 5.04 psi Allow 1 -Way Shear = 76.03 76.03 psi Toe Reinforcing = None Spec'd psi = Heel Reinforcing = None Spec'd Footing Width = Key Reinforcing = None Spec'd 0.00 in Soil Data Allow Soil Bearing = 1,500.0 psf- Equivalent Fluid Pressure Method Heel Active Pressure = 30.0 psf/ft Toe Active Pressure = 30.0-psf/ft Passive Pressure �250.0 psf/ft) Soil Density = 1-Y0900cf'� FootingIlSoil Friction = 0.400 Soil height to ignore = for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Stem Construction 11 _ Design height ft = Wall Material Above "Ht" _ Thickness = Rebar Size 0.00 in Rebar Spacing 0.00 in Rebar Placed at = Design Data psi = fb/FB + fa/Fa = Total Force @ Section lbs Moment.... Actual ft-# _ Moment..... Allowable ft-# _ Shear..... Actual psi = Shear..... Allowable psi = �p Stem LFooting Dimensions & Strengths Toe Width = 1.42 ft Heel Width = 2,08 Total Footing Width = 3.50 Footing Thickness = 20.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe. = 1.67 ft l psi = fc = 2,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Adjacent Footing Load No Adjacent Footing Load = Footing Width = 0.001 Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil Concrete Data _ at Back of Wall 0.0 ft Stem OK 1.00 Masonry 8.00 # 4 16.00 Edge 0.890 375.0 625.0 905.4 6.6 19.4 Lap Splice if Above in= 24.00 Lap Splice if Below in = 24.00 Wall Weight psf= 78.0 Rebar Depth 'd' in= 5.25 Masonry Data fm psi = 1,500 Fs psi = 24,000 Solid Grouting = Yes Special Inspection = No Modular Ratio 'n' = 25.78 Short Term Factor = 1.000 Equiv. Solid Thick. in= 7.60 Masonry Block Type = Medium Weight Concrete Data fc psi = Fy psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined 2nd Stem OK 0.00 Masonry 8.00 # 6 16.00 Edge 0.910 539.1 1,079.9 1,187.2 9.8 19.4 36.00 6.00 78.0 5.25 1,500 24,000 Yes No 25.78 1.000 7.60 �^ Russell, GallAssociates Gallaway Title Bright Residence 6' Page: _ 115 Meyers St. Job # ' "_ " ... New... Dsgnr: dr Date: MAR 31,2 _-w,... e� Suite 110 - Description.... Chico, CA 95928 (530)342-0302 Retain Pro 6.1f, 01 -October -2004, (c)1989-2004 This Wali in File: C:1rp61nelsOn.rp5 Registration #: RP -1120525 Cantilevered Retaining Wall Design Code: CBC 20 Summary of Overturning &.Resisting Forces B.Moments OVERTURNING..... Force Distance Moment Item lbs ft RESISTING..... Force Distance Moment ft-# Heel Active Pressure = 881.7 2.56 2,253.1 Soil Over Heel- lbs ft ft-# Toe Active Pressure = -55.1 0.64 -35.2 - Sloped Soil Over Heel - 935.0 2.79 2,610.E Surcharge Over Toe = Adjacent Footing Load = Surcharge Over Heel - Added Lateral Load = Adjacent Footing Load = Load @ Stem Above Soil = Axial Dead Load on Stem = 0.00 Soil Over Toe = Surcharge Over Toe _ 39.0 0.71 27,E; Stem.Weight(s) Total = 826.6 O.T.M. = 2,217.9 217 9 Earth @ Stem Transitions= 468.0 1.75 819.0 Footing Weight Resisting/Overturning Ratio = 2,25 Key Weight 875.0 1.75 1,531.3 Vertical Loads used for Soil Pressure = 2,317.0 lbs _ Vert. Component = 1.67 Vertical component of active pressure NOT used for soil pressure Total = 2,317.0 lbs R.M.= 4,988.1 8.in Mas w/ #6 @ 16.in o/c Solid Grout, T PRI.I ., •. ...� _ •.r=•:'s;s:tz ^'t'�"i �rw �S-nR`Y.:ry ty o -s �_•**c�Ck ^rn...r.,rsq.r.�r Tt:'�.�rw ' r '• �yr'�':��,,.�+•�!�S•,�.'�•� 036-430-037 ,V02-1443 BRIGHT, DAVE 2995 FOOTHILL -BLVD., OROVILLE „ ; , CONT: B SHARPIELECTRIC INSTALL NEW 200 ACIP SERVICE t •'., a '"':�y . ._ � , OFFICE COPY Address " aAl M i _ 6tt4e ELECTRIC r Meter By Date Al 1 i r . • t , 1 _ , 1 OFFICE COPY Address " aAl M i _ 6tt4e ELECTRIC r Meter By Date Al 1 OFFICE COPY Address " aAl M i _ 6tt4e ELECTRIC r Meter By Date Al COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES =,BUILDING DIVISION 7'County Center Drive • Oroville, California 95965 9 Telephone (530) 538-7541 PERMIT o. (Rev. 12/96) t APPLICATION AND PERMIT' ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER QPTCgr T)ATM TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS- ._ �'✓�' 100c; rrVYM T T RT XM /� �rTT > ` r CONTRACTOR'S NAME .,-•"- �- '� ' B. SHARP ELECTRIC TELEPHONE 531-5218 CONTRACTORS MAIUNG ADDRESS P.O. BM 13%. ORMUX CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS M95 k�TBI , 0RO �} Energy Plan Checking Fee $ 1$ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: INSTAU IEW 200 F3I)1T) SFRVT(=F � Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service "ovA OR LESS 23.0022 00 y LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under pro4isions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profe8sions Code, and my license is iq full force and effect. �/� License Class /� Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for safe. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ( ❑ 1 am exempt under Sec. Business and Professions Code for this reason �i 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.Hood O> I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensatio yinsurance carrier and policy number are: . �• ^� ® y Carrier ,.�,//'//� �/,ILII" ` Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a Acc. BLns. 3.5QFT: NON.R SID. RANCHO CIRCUITS@7.50 POWER APPARATUS & SINGLE OUTLET CIR. zo @ 1.00 EX. OCCU OUTLET ORFS BAL @ .SO OR., Ex. Occup. oFuTEitrs R6ID.) EI 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 F*-- I ti PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling 6.50 Ventilation PERMIT FEE $ Policy Number '%/X -a f ek,,T' CZn 27'l I (The above sections need not be completed if the permit is for work if a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall `forthwlth�coynply wfth those provisions. ` �/ /1 _Date L�'Z "�.�"' X AnOSHA ofmApp Icl ant - ❑Owner DwContr 60" ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE , TOTAL FEE $ 66.00 j i HAZ. D. FEES IMP' OOD CDF pARC0. Po HD ISSUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. in By s Date a �w ' '"� � PERMIT EXPIRES ON 046 Receipt No. 353858 $66.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PER I (Rev.12/96) APPLICATION AND PERMIT fia-,M ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE C Q SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING DRESS ?9p5 FOOZ-7,41111 BLVD OROVILLS CA 95,065 CONTRACTOR'S NAME TELEPHONE B. Si ".RT ELEC17D IC 533-5218 CONTRACTORS MAILING ADDRESS °.0. BOX 1390 ORUVILLE CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 2995 FO011111 '=T Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlides ❑ Installation ❑ Other ❑ Describe work: INST/��LL NEW 200 arm, SERVICE Gas piping system 1 - 5 outlets 15.00 sewer15.00 —Building Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos OR mss 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 I full force and effect. 7 License Class �� Lic. No. �7 ��� F OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. P-1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' c ensatioinance carrier and policy number are: Carrier �� ��✓ Policy Number O! LIJ ,or OW 2;Z,'1Q (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worke' compe tion provisions of section 3700 of the Labor Code, I shall c with those provisions. X Date _ of Applicant - ❑ Owner Contractor ❑ Agent Signa LY An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 2ooA To 46.00so CCU000A NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( 8 ACC. BL S.3.5QFT, NO"ESIO. MULTI -OUTLET , CIRCUITS @7,50 POWER APPARATUS 8 SINGLE OVTLET CIR. 20 @ 1.00 EX. OCCU ET OR FIXTURES BAL .SO FlNS..FIXED APPOR 5.00 EX. Occup.otmFTs RES, RESID. EA . Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pre -Inspection PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 66.00 HAZ. D. IM F 0 CD� PARCES/ PO HD UE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been 1 By 4P,6, PERMIT EXPIRES ON (DAte) provisions to do work paid. !! 49Z ReceiptNo. 353858 $66.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT R�EOUEST FOR INSPECTION Permit No. Location:? TI�jGG✓/� • Owner: Contractor: Comment: BLDG. PLUMB/M ELECTRIC M.H.I./M.H.U. PRE - INSPECTION Form Rough Rough Fnd/Ftg Frame/Underfloor Top Out Temp. Service Job Status Stucco Lath Gas Pipinglrest ervice Corrections Permit Renewal Stucco Brown Temp. Gas Final Verify Utilities Woodstove Sewer Piping Well Circuit Ex Mobile Site Brace Panel Water Piping POOL Insulation Shower Pan Nailing Gunite Demo Bonding Light Niche Corrections Corrections Corrections Final Final Final Corrections Ready for Final Inspec. on: Q Date: Call Phone: PRE -INSPECTION REPORT LOCATION: 02 % r cfl —rfflGt, ry- yz/ CONTRACTOR:, Sl�� L^CCS PRE-INSPETION FOR /VC W V(111;,,17 DATE TO INSPECTOR: 4 -to -2 PERMIT HUTOR DATE: (� A.P. #. 036= ZONING: ( ) AS FOLLOWS: BUILDING BNSPBC rOR'S RBPORT Building Desedptlon: . Electric: Gas: Commatial/Usage: ResidentiaL10 of Units: Cw=tly Occupied Abandoned/Vacant Yes No Electric currently On Off Condition of Electric Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working _ Potable Water Obvious SewageProblems Comments: ACTION RECOMMENDED: ISSUE: HOLD.FOR Inspector: Date Sketch buildings on reverse and indicate location on property GENERAL CONDITIONS FOUNDATION o 4 CONCRETE CONCRETE REINFORCING STEEL a I ALL CONSTRUCTION AND METHODS SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE CALIFORNIA BUILDING 1 THE FOUNDATION DESIGN IS BASED ON BUTTE COUNTY ALLOWABLE BEARING CAPACITY OF 15001 PSF 1 ALL CONCRETE SHALL CONTAIN A MINIMUM OF 5 SACKS OF CONCRETE PER CUBIC YARD WITH A MAXIMUM SLUMP '1 REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 40 FOR #3 BARS AND SMALLER AND CODE, 1998 EDITION, AS WELL AS ANY APPLICABLE MUNICIPAL, STATE AND FEDERAL REGULATIONS OF 4" AND A MAXIMUM WATER/CEMENT RATIO OF 0-%% CEMENT SHALL CONFORM TO ASTM C-150 AND BE TYPE I GRADE 60 FOR LARGER BARS. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706, 6 2 THE FOUNDATION DESIGN ASSUMES STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FO01nNGS, OR TYPE II -LOW ALKALI. WELDED PER AWS DA LATEST ADDITION, s 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AT THE JOB SITE ANY OTHER SOIL CONDITION SUCH AS ORGANIC MATERIALS, CLAY POCKETS OR UNCERTIFIED is PRIOR TO COMMENCING WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES FOUND. FILLS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER 2 AGGREGATE SHALL CONFORM TO ASTM C-33, THE MAXIMUM AGGREGATE SIZE FOR FOUNDATIONS AND MASS 2. REINFORCING STEEL COVER SHALL BE AS FOLLOWS N CONCRETE SHALL BE 1 V2° USE 3/4' MAXIMUM AGGREGATE FOR ALL OTHER CONCRETE. CONCRETE CAST AGAINST AND EXPOSED TO SOIL--------&" � 3 THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, AND, UNLESS SPECIFICALLY NOTED a ALL EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO STRUCTURAL SLABS, TOP AND BOTTOM -----------3/4' OTHERWISE, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE POURING CONCRETE FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL ALL FOOTINGS 3 nl CONCRETE WITH A SPECIFIED DESIGN STRENGTH OF 3000 PSI OR HIGHER SHALL BE DESIGNED BY A FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 'U METHOD OF CONSTRUCTION AND SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE SHALL EXTEND A MINIMUM OF 12 INCHES BELOW FINISH GRADE RECOGNIZED TESTING LABORATORY AND COPIES OF DESIGN SHALL BE SENT TO THE ENGINEER FOR REVIEW, #5 BAR AND SMALLER ------------ ------------•---'---1 V2" STABILITY OF THE STRUCTURE AND PROTECT WORKERS, THE PUBLIC, AND OTHER PERSONS DURING CONSTRUCTION. #6 BAR OR LARGER---- 2" SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT LIMITED TO, FORMING, SCAFFOLDING, AND BRACING, 4, ENGINEERED ALL MAY BE CONSIDERED AS EXISTING GRADE PROVIDED THAT TESTS ARE PERFORMED 4, FLY ASH SHALL CONFORM TO ASTM C618, CLASS F, FLY ASH SHALL NOT EXCEED 15% OF CEMENT BY WEIGHT. CONCRETE WITHOUT SOILS OR WEATHER EXPOSURE -------3/4" OT:A% TO VERIFY THAT COMPACTION IS A MINIMUM OF 90% AND A REPORT IS ISSUED TO THE ENGINEER, L 4, ALL WORK IS SUBJECT TO THE APPROVAL OF THE LOCAL JURISDICTIONS FIELD INSPECTOR ALL SHALL NOT CONTAIN ORGANIC MATERIALS, DEBRIS OR OTHER FOREIGN SUBSTANCES, 5 MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS AT 28 DAYS: a ALL REINFORCING BAR BENDS SHALL BE MADE COLD, #5 AND LARGER BARS SHALL NOT BE RE-BENT, FOOTINGS --------2500 PSI & ALL ASTM SPECIFICATIONS AND UBC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF THE LATEST 5 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL THE ANCHOR BOLTS, STRAPS, SLABS -0N -GRADE---- -2500 PSI 4. REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. e REVISION, HOLD-DOWN ANCHORS AND EMBEDMENTS PRIOR TO PLACEMENT OF CONCRETE ANCHORS SHALL ALL OTHER CONCRETE, U.O.N. ON PLANS ---2500 PSI BE WIRE -TIED IN PLACE PRIOR TO POURING CONCRETE 5. ALL REINFORCING BARS SHALL BE ACCURATELY SECURED IN PLACE PRIOR TO POURING CONCRETE 6. CERTAIN TYPES OF WORK ARE REQUIRED TO HAVE SPECIAL INSPECTION PER CHAPTER 18 OF THE CBC. WORK 6. CONCRETE SHRINKAGE AT 28 DAYS SHALL NOT EXCEED 0,05596 FOR DRY CURING, 0 (� REQUIRING SPECIAL INSPECTION ON THIS PROJECT IS LISTED UNDER THE SPECIAL INSPECTION SECTION. A SPECIAL 6. MINIMUM SILL ANCHOR REQUIREMENTS ARE 1/2"o x 7 EMBED, AT 48" ON CENTER USE 5/8" DIAMETER MASONRY •I, 00 INSPECTOR QUALIFIED TO PERFORM SUCH INSPECTIONS AND HIRED BY THE OWNER SHALL COPY REPORTS TO THE IN SEISMIC ZONE 4 UNLESS OTHERWISE NOTED. BOLTS SHALL BE PLACED A MAXIMUM OF 10" FROM SILL 7, NOT APPLICABLE 00 ENGINEER PLATE ENDS AND SPLICES. USE A MINIMUM OF 2 ANCHOR BOLTS PER PLATE. ALL ANCHOR BOLTS SHALL 1 All CONCRETE MASONRY UNITS SHALL COMPLY WITH UBC STANDARD 21-4, GRADE N, TYPE 1 � r-� �fJ/ HAVE A 2'5c2"16" SQUARE WASHER AND Na a CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED CONCRETE SURFACES IMMEDIATELY AFTER FINAL AND BE SINGLE OR DOUBLE OPEN END BOND BEAM UMTS. ... CST 7. IN THE EVENT THAT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED TROWELING, FOR IN THE NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE SIMILAR TO CONDITIONS THAT ARE SHOWN 7. FINISHED GRADE SHALL SLOPE AWAY FROM ALL FOUNDATIONS AT 2% SLOPE MINIMUM FORA "s � 00 MINIMUM OF 5 FEET. 9, CRACK CONTROL JOINTING FOR CONCRETE SLABS SHALL BE DESIGNED BY THE CONTRACTOR JOINTS SHALL 2 CONCRETE MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH Cn AND SHALL BE REVIEWED BY THE ENGINEER. OCCUR A MAXIMUM OF 20 FEET ON CENTER CONSTRUCTION JOINTS SHALL BE CLEAN AND WET PRIOR TO SECOND Pm OF 1500 PSI PER CB21053 C g 8, THE ENGINEER IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THESE PLANS ONLY. ANY CHANGES MADE TO THE 8, THE BOTTOM OF ALL FOOTING EXCAVATIONS SHALL BE CLEAN, LEVEL AND FREE OF WATER POUR. in -N PLANS OR CALCULATIONS SHALL BE APPROVED BY THE ENGINEER IF ANY CHANGES ARE MADE WITHOUT THE a ALL CONCRETE MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSL GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 1900 PSL MORTAR SHALL � 0 ENGINEERS APPROVAL THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OF SYSTEM OF THE 9. ALL PIPES, CONDUITS, AND OTHER PENETRATIONS SHALL NOT PASS THROUGH FOOTINGS. 10. VBRATE CONCRETE AROUND ALL REBAR, ANCHOR BOLTS AND SURFACES BE TYPE 'S" WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 1500 PSI. STRUCTURE 10. NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO POURING FOUNDATIONS, 11. STEEL REBAR OR WIRE MESH IN SLABS SHALL BE LOCATED AND AT SLAB CENTERLINE 0 9. ALL WATERPROOFING AND FLASHING IS THE RESPONSIBILITY OF THE ARCHITECT, CONTRACTOR, AND OWNER 4 REINFORCING STEEL SHALL HAVE A MINIMUM LAP OF 48 BAR DIAMETERS OR 2 0" WHICHEVER i-+ U IS GREATER SEE LAP SCI- --DULE FOR CMU k/S43. `0 10, SEISMIC & WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING CRITERIA: '"1 U 6 EACH CELL SHALL BE COMPLETELY FILLED \&" GROUT. CLEAN OUTS SHALL BE PROVIDED AND i SEISMIC WIND: THE BOTTOM OF WALL AT EACH CELL CONTAINING VERTICAL REINFORCING IF GROUT LIFTS ARE v ZONE 3 75 MPH GREATER THAN 4 FEET. 0 • r� I =0 1.00 EXPOSURE 'C' U O R = 550 1 =1.00 •'� Cn .0 = 0,36 u Cv = 054 U Y q(. r . , e :x . , d.� .. r „. . 7 �a6 .,, . . :,.. .. ...... ... ,. ,7(7,7 )... d .�,'�...., '. , ,. t 77, SCALE NONE GENERAL STRUCTU RAL NOTES ,NES W W2' TIMES 'WY MIN) LAP FOOTING R©NF .I^11 I IIA 1 REINFORCING BAR HOOKS & BENDS + LAP SPLICES LAP PER D N 1 r s SCHEDULE TYP 180 90 TIE WIRE MIN INSIDE NOTE FOR CMU, LAP 48 BAR 0, UON BAR SI E BEND 0"D" #3 TO C� 6d CONCRETE LAP SCHEDULE Q #9 TO #11 8d #14 &, #18 _ 10d STIRRUP & TIE HOOKS & i3ENDS r d + x 900 135 MIN INSIDE BAF , SIZE BEND 00" #3 - #5 4d #6 - #8 6d BAR 2500 SIZE 40 60 #3 15 23 'C' BARS 12 19 #4 20 30 #4O16"aa 16 23 #5 25 38 - 20 29 #6 33 50 26 38 #7 45 68 i I 35 52 #8 60 90 46 69 #9 76 114 58 87 #10 96 144 74 111 #11 118 177 91 1136 #4 0 2-088 CONCRETE fe (PSI) E-- BAR GRADE (Fy) �----- TOP BARS, TYP (INCHES) E-----` OTHER BARS, TYR (INCHE NOTES; I INCREASE LAP LENGTHS 33% FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS). 2 TOP BARS •- HORIZONTAL BARS PLACED WITH MORE THAP 12" OF FRESH CONC, CAST IN THE MEMBER BELOW THE BARE 3. LAP LENGTH IN rNCHES 347.W � �� �� � �� �� � � � �� � i..��r � �. �� r• r .�Irrl�rr� •� .� �1� �� r r+�..r � +.s T1s ...• � �.� � �� ��� �� � 347.W NEW RETAINING WALL SEE SECTION b/-, TYR MASONRY LAP SCHEDULE BAR 2000 4— MASONRY(fm Qm) SIZE 60 E— BAR GRAIDE (Fy) i #3 31 E— VERT BARES, TYP ONCHES) 18 4 HORIZ BARS, TYR {INCHES) #4 42 24 #5 52 30 63 36 #7 73 42 #8 $4 48 #9 94 54 #10 105 60 #11 115 66 #4jz I n if '��� Butte County I-9ba n f l § E k a Environ ental {� �e'Gs 1pylr �,y CONT. a �,i3yf n z= ealtll ani 3 Signature SITE t E -----FENCING I '•v V p 'T' ABOVE.' 'A" BARS 'B" BARS 'C' BARS 23/4"CLR.TO VERTS., TYR LLj 2_#4 I-IV - #4O16"aa #40160aa 4'4-1<6' 3'-6' CONT. I-8" - #5016"aa #6016'aa 8' C.M,U. SID — i I GROUT SOLID 'B" BARS '"C" BARS #4 0 2-088 HORIZ TYP, PROVIDE FILTER FABRIC OVER 6-8" DRAIN ROCK W/ 4' MIN, PERFORATED PIPE DRAIN TO DAYLIGHT "A" BARS 244 APPROVED #4jz I n if '��� Butte County I-9ba n f l § E k a Environ ental {� �e'Gs 1pylr �,y CONT. a �,i3yf n z= ealtll ani 3 Signature SITE RETAINING WALL & FOOTING SCHEDULE WALL HT, "B" 'T' Or 'A" BARS 'B" BARS 'C' BARS H<4V' 2'-0" 0'-8' I-IV - #4O16"aa #40160aa 4'4-1<6' 3'-6' I-5' I-8" - #5016"aa #6016'aa Uj cc IOC a, : tV Tom; "C" BARS EXTEND 60 BAR 0 o a ABOVE FOOTING, MIN, >Z 1 11 MR z LL 0J J s � _ s r„ , SCALE UA� NONE SITE RETAINING WALL W p. O o LL a 98!-(Y' `_ _ r � z Uj _ �. C h I�wii;;� NG DIVISION -BUILDING PLAN APPROVALcc Use:. 4 ate: 0(0 NEW NEW RETAININb WALL - SEE SECTION b/-, TYR p Parking:--- Landscaping: Other 3 , w41 1 /r /no '5c / •-Clt Aktdf w t �OIJ BiUTi� BUTTE 3 4"� BUILDING DIVISION APP OVED 3 r 1 s : ,. .. :n r .. t. ,.. , - ✓- 3 ff , T 7-1773 .. r all ¢ c 1 17 77'4" 4.I. .,1 x ,a .. F . yW .. uir., yJ. •.. . �.. 09 MIN 57 PLOT P LAN: SCALE 1/16' = Y-0" 11921 I 'B'M N DEPT,