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Home My WebLink About079-250-023t�w John Hallmark 2590 Pinecrest Dr., Oroville contr: Nielsen Bldg.Co., Oroville Permit #1821-80B)PIE,M(new single • family) Ave EXPIRES: NORTH, WESLEY 05-]482 2590 PINECREST RD OROVILLE PERMIT RENEWAL, Cont: HERITAGE BLDG SYS DATE: /P -:r-04 ZADD SHOP BP# 7 --7 t�w John Hallmark 2590 Pinecrest Dr., Oroville contr: Nielsen Bldg.Co., Oroville Permit #1821-80B)PIE,M(new single • family) Ave EXPIRES: NORTH, WESLEY 05-]482 2590 PINECREST RD OROVILLE PERMIT RENEWAL, Cont: HERITAGE BLDG SYS DATE: /P -:r-04 ZADD SHOP BP# 7 June 6, 2006 Butte County Building Dept. 7 County Center Drive Oroville, CA 95965 Re: Footing changes Owner: Wes North Location: Oroville, CA To Whom It May Concern: This letter is in regards to the metal building foundation design provided for Wes North at the above address. The building is a pre -fabricated metal building designed by others and measures 30'-3" x 30-3"'. The foundation plan was prepared on 6-05 as Job No. 8960 by NorthStar Engineering. As the engineer of record for this project I am approving the following changes. 1. The concrete slab is approved at 5" thick with #3 @ 24" on center, each way, and centered in the slab. 2. The perimeter footing is approved at 12" into undisturbed soil x 12" wide with two #4 in the top and two #4 in the bottom (4 bars total). 3. The "B" footings on the schedule shall be 24" x 24" x 24". This concludes the changes approved for this project at this time. Please contact me if you have any questions at 892-1100. Since rely, Jeff , PE Streamline Engineering Page 1 of 1 BUTTE Cur _., MLONG D9 9S!- - , AOVED 6 �c m 6'-J • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 FA Refer to APPROVED PLANS for additional notes and information for this project REVISION: BP# Date �2/ob CDF FIRE SAFE REQUIREMENTS AP# 036-300-065 PERMIT # 05-1482 NAME North Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. c D F R E Q U I R E M E N T 0 �l • Setback for Structure Defensible Space C [X] . Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 1 . All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof R ✓ Enclosed eaves [ ] If- Building Setback is Less Than 15 Feet E — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry D o Masonry Veneer • j\ o Metal o Other Butte County Fire Department approved materials M E N 06/16/2005 Darren Read Date Signature T ;,.`.v�:GC n.•a :•c7�.' �;'_ , :i{ �.' r?7 "•�Sy:P<'i:`;�._[.t - V: •' .'8,,c =k � ^ Jw. �•.:. •: •�^ `.�': y S.~� •;rroi-1 �' '�tF�-�''_ a ; •.`+•F:f g v.t.� ,,�' r•:. _ .�. 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 them . r labor and material for construction of this proposed property impr ement: YES [ ] NO [ ]. 2. I HAVE [ HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. 1 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: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION `BUILDING' GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Me AlNk x T Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. X XV -__1 Micyael C. Vieir4 C.B.O. Majager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. �Q PgTMENT ° �vTTF //. O J o� Department of Public Works ° C o u n t y o f B u t t e ° \ ° 1. Michael Crump, Director LAND DEVELOPMENT DIVISION ° Storm Water Management Program 7 County Center Drive 5 Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge :Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution. Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE1 Project Description: S W Project Location and/or Parcel Number: a 3 � —'366 — 0 Zs�l a 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. a Signed: 6Lkd— Title: [AMP A Date: �la —A 0 Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 p�QPRTMZN7- �c 6QTTcc O C a 0 �L/c WORD Department ..County J. Michael Crump, Director Public f B u t t Works 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 rLESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: By signing below, 1, 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: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department ofDevelopinent Services e10TT� 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit 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: a 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 i 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 permits/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: A � Applicant Name: k�tff'' a t /) 0 r4l, APN: Building site address: p(t-kc-"'a* Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE 4 Copy to Applicant/EH/File K Fortes/BldgPer nitwithoutClearances 020705 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.buffecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Name !) first, Natn� 1/lJ Address �Zip City O �v\ `y State ,.; _ S�q Phone,533.3i� Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name N A— Address -T2 /� City Fax State Zip Phone Lot # Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name (� I Address o2 �P City ) - StateZip -T2 /� Phone / 60 6 43 55.55- Fax E-mail State License Number APPLICANT NAME Name AddroQ--- _ s Sta}E ---- I Zip; '{ Phone ('Fax E-mail APPLIC T SIGNATURE X Izo,4 4" For office use only: Zoning /krz- Flood Zone I SRA I Yes I No Occ. Type Const. Subdivisjon Name ap Boo P ge Lot # Pla er ' G Date Approved: • Z 3 _U PERMIT NO. OS--/ V8 BIN # LOCATION AP# Property Address _PI YAC .V`2� Cit�c� I bps -L) l l Cross t 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 OVER FOR/SUEMNTTAL REQUIREMENTS L K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: S Sq. Footage ❑ 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 b Receipt #: q/C/ Date: 6,1_5 Amount: Bldg SRA Sheriff SMIP AQ Other g -n- � Total REV 2-24-05 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 inst, (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. Detached Accessory Building Form filled out by the owner (if required). ❑ 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. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 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 2-24-05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE; www.buttecounty.netlidds PERMIT NO. BP051482 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: 06/29/2005 APN: 036-300-065-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2590 PINECREST RD ORO Date: Contractor: Map Index: Description: shop (900 sq.ft.) OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: NORTH WESLEY W JR & REBEKAH MAE -; 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 stateinegt ttiat'he or she is licensed pursuant to the pro0isiorfs of 2590 PINECREST RD t the�CEntractor's State License Law (Chapter 9 commencing with Section ; 7000), of Division'3 of tlie Business and Professions Code) or that he or • OROVILLE, CA she is -exempt therefrom -and the basis for the.alleged exemption. Any 95966 •. ; • , violation 61`-Sect(oif 7031.5 by any applicant for a permit,subjects the -- , t applicanbo a Givil penalty of not more than five hundred dollars ($500).): i Z1, as -owner of the property, orcmy.emptoyees•with wages,as their sole compensation, will do the work, and the structure is not intended o�.o(fQred,„for sale (Sec 7044, Business and Professions Code The Contractors'- State License Law does not apply to an Applicant: NORTH WESLEY W JR & REBEKAH MAE owner of property who builds or improves thereon, and who does such.work.himself or.herself.or throughhis or her own employees, provided.that such improvements are not intended or offered for 'if 2590 PINECREST RD sale. however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of OROVILLE, CA proving that he or she did not build or'improve for the purpose of 95966 sale.). ❑...•..(, as.:gwner of�;he,.property, am.. exclusively, contracting with. licensed contractors to construct the project (Sec. 7044, Business ;. and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts -for such projects with a contractor(s) licensed .,pursuant to the Contractors' State License Law.). - Contractor: 1, • ❑ •"1 am Exempt under Article 3 of the Business and.Professions Code i a Date: O - 2 ' orwner: �� k211�441 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 self4nsure for License #: -, workers:;compensation, as provided for.by Section 3700 of the Labor Code; for the performance of the work for which this permit is issued.,.. O I have and will maintain workers' compensation insurance, as required .by -Section 3700 the Labor. Code, for the performance of Architect: the workforwhich this permit is issued: My workers' compensation Engineer: insurance carrier and policy number are: Carrier. Total Square Ft: 900 S.F. Policy #: I certify that in the performance of the work for which this permit is Valuation: $21,600.00 ,issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and -agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall ` forthwith comply with those provisions. Date:, Z q .Applicant - - WARNING: Faiiu' 4 'to secure workers' compensation coverage is unlawful,^and'shall'subject'an'employer to criminal penalties and one hundred thousand 'dollars ($100,000), iri addition to the cost of ,# /� �/ ��(��9 f4 compensation, damages as provided for in Section 3706 of the Labor code, interest, and attomey's fees. /) �.J�) 3 V <V !r,: CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) This permit is hereby issued under the a ble provisions of the Butte County Code anrVor Resolutions to d1yWork indicatedabov or hich fees have been paid. Name:' BY / Date: PERMIT EXPIRES ON: e, ! � Date Address: 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. ❑ Aitachedare copies of the required E.P.A. notification forms. 1� I hereby certify..that 1, have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building .construction, I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorise representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: r��i�%©� Signature: �_ Qat 2-�—� S� weer O Contractor 13 Agent for Owner 13 Agent for Contractor 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: ASSESSOR PARCEL NUMBER 036 Proposed Building Use: _51fZ>F-> 900Permit Technician: Date: -� Items required in order to apply for a permit. All boxes MUST be. checked OR marked NA in order to apply. t5/0 1. Site plans 30 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. O 3. Engineered plans, 3 or -4 -sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. 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. r / 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd laps and calcs in triplicate, (C) Elevations in tri tic e. (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. Letter of intent fot non-residential` buildingv ❑ 12. Hazardous Material Form / 13. Acknowledgement of building permit application without`�equired clearances. ❑ 14. Other z Remaining items needed tissue the permit. (May require'additional plan review upon receipt of the following items.) r 15. Sanitation and -site' plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable-& U133 ❑ 16. Fire Sprinklers............................................:............... 0+," .......................... ❑ 17. Agricultural Buffer clr and site plan apr,from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........ tr ............................... ❑ 19. Erosion Control Plan Required ................................ i 20. Fees as shown on the attached Schedule of Fees Due Sheet.'? ........................... - =_ass ❑ .. City of Chico Plumbing permit........................................:..:::...:......................'� ❑ 22. Site plan and business license approval from the City of Biggs ........................ r N 23. California Department of Forestr , plan approval 9-pff. Senl[R-, ''T... -2 .05 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: , ...... C- gr - os - \ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ , 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 ..:.............:......................... t,� I 0 30. Owner -Builder Verification ( _ Given to owner, _Mailed to -owner) ..................... 0 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 Wmle�X3383 Vhold for pickup. I have been informed of the above items and requirements for obtaining a building permit. !' Applicant: 1 66_ Lj_ /u/_ ,/. Date: 64 � '0 1. Index permit application for the above items numbered: Plan Check Letter i 2. Additional items required a Contractor, designer owner as advised of the above data by X phone, ❑ mail, ❑ counter, by Date:O�2R/n/n� Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: t Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter Date: Plans reviewed by: Date: Plans approved by: y Date: .Structural reviewed by: Date: Structural approved by, Note transfer by: Date: Yellow: Building Division E.H. USE OAlLd Plot Plan Attac ad Floor Plan Antachad� Sona to ®.D. !. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance rm Owner Location AP# Plan Approved for: Sewage Disposal 4'_. Water Supply: Public Priva e WelP'`� Clearance for O�we)ling. Othgr ��, X SO f� IC; � n/7��r � Hold final for: Final clearance O.K. for: NOTE: nfal Health Specialist 8/96 / 3-'�S ate HERITAGE BUILDING SYSTEMS 2612 GRIBBLE STREET NORTH LITTLE ROCK,,AR 72114 .FRAMING SUMMARY FOR WES NORTH 2590 PINECREST RD OROVILLE, CA 95966 WES NORTH 2590 PINECREST RD EESS10�, E3 J�Io. C040442 LU E .3/31/07 �3• T' ., CIVIL OF CAL�F� APR 0 8 2005 OROVI-LLE,• CA 95966 CAX27509 BUILDING DATA Width (ft) = 30.0 Length (ft) = 30.0 Eave Height (ft) = 12.0/ 12.0 Roof Slope (rise/12) = ,1.00/ 1.00 Dead Load (psf ) = 2.00 Live Load (psf ) = 20.00 Collat. Load (psf ) = 1.00 Wind Speed(mph ) = 85.0 Wind Code = CBC 01 Closed/Open = C Exposure = C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Coeff (Ca) _ 0.36 Designer = JDJ --------------- 3/30/05 A�o�� 11 L.VIi G VGf AR 0 MI --N, 4. Q Q RV r ------------------ CAX27509 FRAMING SUMMARY: Roof 3/30/05 7:35am PURLIN LAYOUT: Surface Purlin Surf _Ext Stub—Purlin Total Peak Set_Space- .Id ------- Type ------ Left ----- Right ----- Left Right Rows Space Space Row 2 ZB 0.00 0.00 ----- N ----- N. ----- 3 ----- ----- --- 1.000 3 ZB 0.00 0.00 N N 3 1.000 PURLIN & EAVE STRUT SIZE: Surface Bay Purlin ad Id Size 2 1 8X25Z16 2 8X25Z16 -Purlin_Lap- IS_Flg Eave Left Right Strap Strut 1.00 0 8ES1L14 1.00 0 8ES11,14 3 1 8X25Z16 1.00 0 8ES1L14 2 8X25Z16 1.00 0 8ES1L14 ROOF BRACING: Bay Brace Attachment_ Location (Distance measured from back sidewall) Id Type 0.0 15 0 30.0 --- ----- ----- ----- ----- 1 Cable 0.250 0.250 BOLTS AT EAVE STRUT: Wall Frame _Line Lap ------Bolt-Size------ Id Id Type Plate No Type Diam Washer -=-- -- ---- ----- -- ----- ----- ------ 2 1 EW 2 A307 0.500 0 2 2 RF N 2 A307 0.500 0 2 3 EW 2 A307 0.500 0 4 3 EW 2 A307 0.500 0 4 2 RF N 2 A307 0.500 0 4 1 EW 2 A307 0.500 0 CAX27509 FRAMING SUMMARY: Left Endwall 3/30/05 7:35am RAFTERS Rafter Surf Id Id 1 2 2 3 Rafter Rafter Size Length 8F25C16 15.1 8F25C16 15.1 SPLICE PLATES: Splice Surf Plate Size Id Type Id Locate Width Thick 1 Moment 3 0.0 3.5 0.375 COLUMNS: Column Column Column Column Id'. ------ Offset ------ Size -------- Length ------ 1 0.7 '8F25C16 111.0 2 5.0 8F25C16 11.4 3 10.0 8F25C16 11.8 4 20.0 8F25C16 11.8 5 29.3 8F25C16 11.0 DOOR JAMBS/HEADERS: Bolts Type Diam Space Gage Row A325 0.625 4.00 0.0 4 --Base—Bolts -- ---Top_Bolts-- No Type. Diam" No Type Diam 0 2 A325 0.500 0 2 A325' 0.500 0 2 A325 0.500 0 2 A325 0.500 0 2 A325 • 0.500 ------------- Member—Size -------------- Bay ---------- Opening _ Size ---------- Left Right Door Door Id. Width Height Sill Offset Jamb Jamb Header Sill ----------------- ------ ------- -------- -------- -------- -------- 3 10.0000 10.0000 0.000 0.0000 8F25C16 GIRTS: Girt IS_Flg Type Strap ZF 0 GIRT LOCATION: Bay No. Girt—Location Id Girt 1 1 1 7.3333 2 1 7.3333 3 0 4 1 7.3333 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id Id Girt 1 --- ---- -------- 1 1 8X25Z16 2 1 8X25Z16 4 1 8X25Z16 WALL BRACING: Bay_ Brace Brace Brace Id Height Type Diam 1 7.33 Cable 0.250 10:89 Cable 0.250 CAX27509 FRAMING SUMMARY: Right Endwall 3/30/05 7:35am RAFTERS: Rafter Surf Rafter Rafter Id Id Size Length 1 2 8F25C16. 15.1 2 3 8F25C16 15.1 SPLICE PLATES: Splice Surf Plate Size Bolts Id Type .Id Locate Width Thick Type Diam Space Gage Row -- ------ ---- ------ ----- ----- ----- ----- ----- ---- --- 1 Moment 3 0.0 3.5 0.375 A325 0.625 4.00 0.0 4 COLUMNS: Column Column Column Column--Base_Bolts -----Top_Bolts-- Id Offset Size Length No Type Diam No Type Diam ------ -------------- ------ -- ----- ----- -- ----- ----- 1 0.7 8F25C16 11.0 0 2 A325 0.500 2 10.0 8F25C16 11.8 0 2 A325 0.500 3 20.0 8F25C16 11.8 0 2 A325 0.500 4 29.3 8F25C16 11.0 0 2 A325 0.500 GIRTS: Girt IS_Flg Type Strap ZF 0 GIRT LOCATION: Bay No. Girt _Location Id Girt 1 --- ---- -------- 1 1 7.3333 2 1 7.3333 3 1 7.3333 4 GIRT SIZE: (Full Bay Girts), Bay No. Girt Id Id Girt 1 --- ---- -------- 1 8X25Z16 2 1 8X25Z16 3 1 8X25Z16 WALL BRACING: Bay Brace Brace Brace Id Height Type Diam ----- -------------- ----- 2 11.31 Cable 0.250 ---------------------- CAX27509 FRAMING SUMMARY: Front Sidewall 3/30/05 7:35am GIRTS: Girt Bay--Girt_Lap-- IS_Flg Type Id Left Right Strap ZB • 1 1.00 0 2 1.00 0 GIRT LOCATION: Bay No. Girt—Location Id Girt 1 1 1 7.3333 2 1 7.3333 GIRT'SIZE: (Full Bay Girts) Bay No. Girt Id Id Girt 1 --- ---- -------- 1 1 8X25Z16 2 1 8X25Z16 WALL.BRACING: Bay Brace Brace Brace Id Height Type Diam 1' 12.00 Cable 0.250 m ------------------------- CAX27509 FRAMING SUMMARY: Back Sidewall 3/30/05 7:35am GIRTS: Girt Bay--Girt_Lap- IS_Flg Type Id Left Right Strap ZB 1 1.00 0 2 1.00 0 GIRT LOCATION: Bay No. Girt Location Id Girt 1 1 1 7.3333 2 1 7.3333 GIRT SIZE: (Full Bay Girts)' Bay No. Girt Id Id Girt 1 --- ---- -------- 1 1 8X25Z16 2 1 8X25Z16 WALL BRACING: Bay Brace Brace Brace Id Height Type Diam 2 12.00 Cable 0.250 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE -(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER Nt/ PROPROSED BUILDING USE 5/'h15,P L/ Pq"I. BUILDING PERMIT FEES �� --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$_ Units Commercial (sq. ftg.)..... X $0.03 = $_ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning A�'6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 216 8. SMIP 9. OTHER 10. OTHER 11. OTHER A.P. # X36 �-D6J� DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) t i1iIDrthStar ENGINEERING Civil Engineers • Planners Surveyors STRUCTURAL CALCULATIONS PROJECT: Metal building foundation for Wes North LOCATION: Oroville CA �-_- %l of ES Sim�/ OWNER: North rn JOB NUMBER: 8960 rn Cf-� DATE: Jun -OS OF U CODES: California Building Code, 2001 Edition CODE ENFORCEMENT: Butte County Building Dept. LOADS: Seismic Zone: 3 Soil Bearing: 1500 psf (per building dept.) NOTES: Are Special Inspections req'd for Engineering Elements Designed by NorthStar Engineering? No. NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and/or details are designed by others and are not the responsibility of NorthStar Engineering. 6UTTE . . "AUILDING DEPS P v Ir Page 1 of 12) n By: SM / JR NorthStar 20 DECLARATION DRIVE Date: 6/1/2005 CHICO, CA 95973 Job No, B9 ENGINEERING 530-893-1600 Page 2 of FAX 530-893-2113 General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. -These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ASSUMED ALLOWABLE SOIL BEARING PRESSURE (q) _ 1.5 KSF t By; SM / JR Date: 6/1/2005 Job No:' gq 60 Page of FOOTING AT GRIDS 2, A AND E COLUMN FORCES: NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 Vmax 7.0 K. Eccentricity 1.0 IN Vup 4.7 K Corner ftg? NO Hout 4.1 K Column spacing 15.0 FT TRY: FOOTING: 3.0 FT WIDE BY 3.0 FT LONG BY 2.0 FT THICK WITH A PEDESTAL: 0.0 FT WIDE BY 3.0 FT LONG BY 0.0 FT THICK CHECK UPLIFT: INCLUDE: 4.00 FT OF 0.67 FT SLAB IN ALL DIRECTIONS & CONTINUOUS FOOTING: 2.0 FT WIDE BY 12.0 FT LONG BY 2.0 FT THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) USE CONTINUOUS FTG WT?: YES CALC. SKIN -FRICTION: Enter Choose analysis method for skin friction: 1 1 - 2001 CBC Section 1807.10 2 - Exact equation per Civ. Eng. Ref. Man., 8th Ed. Frictional resist. developed (not to exceed): 500 psf Soil density (g): 110 pcf w/ factor of safety: Include skin friction w/ dead load?: no Lat. earth Skin frict. Lat. earth Skin frict. Surface Skin frict. Skin frict. Depth, ft Pore press, press, psf factor, psf press, psf factor, psf area, ft^2 force, k force, k Location (d)cp f (u) (comp) (ah)(comp) fs tens 6h tens) (fs) As (comp) (Fc) tens Ft above wt: wtr. table: dc: wtr. table: bottom: 2.0 250 250 12.0 3.0 3.0 Tntal• ink znL- w/ factor of safety: Include skin friction w/ dead load?: no l By? SM / JR NorthStar 20 DECLARATION DRIVE Date: 6/j/2005 g 6) 6 O ENGINEERING CHICO, CA 95973 Job No: 530-893-1600 Page of FAX 530-893-2113 TOTALS: L = 3.0 FT (LENGTH OF THE FOOTING) W = 3.0 FT (WIDTH OF FOOTING) T = 2.0 FT (THICKNESS OF THE FOOTING) Lslab = 4.0 FT (LENGTH OF THE SLAB) Tslab = 0.7 FT (THICKNESS OF THE SLAB) Lped = 3.0 FT (LENGTH OF THE PEDESTAL) Wped = 0.0 FT (WIDTH OF THE PEDESTAL) Tped = 0.0 FT (THICKNESS OF THE PEDESTAL) Lcont = 12.0 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 2.0 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 2.0 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 12.6 K (DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Ft = 0.0 K SKIN FRICTION FORCE RESISTING UPLIFT) Total = 12.55 K >= 4.70 K OK Total = [(L * W * T) + (Lped * Wped * Tped) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)] * 0.15kcf + Ft CHECK FOR SOIL BEARING: Enter Choose analysis method for soil bearing: 2 1 = Meyerhof (Vesic) or Terzaghi bearing capacity equation 2 - 2001 CBC Table 18-1-A with allowable increases Include skin friction w/ bearing?: no Use allow. increases?: yes q(allow) = 1.5 ksf q(increase-width) = 0.6 ksf q(increase-depth) = 0.1 ksf 2.2 ksf <= 1.5 ksf * 3 = 4.5 ksf Use: q(allow) = • 2.2 ksf * 9.0 ft^2 = 19.8 k Q(allow)= 19.8 k+ 0.0k= 19.8 k >= 7.0k OK DEPTH TO REBAR REQUIRED: b = 36.0 IN BASEPLATE DIM., Y-DIR: 6.0 IN d = 20.0 IN X-DIR: 10.5 IN DEPTH REQ'D: BEAM SHEAR = 1.4 IN PUNCHING SHEAR = 1.6 IN vu / f = 0.002 KSI CONTROLLING d = 1.6 IN <= 20.0 IN OK REINFORCEMENT REQUIRED: fc = 2.5 KSI ASSUME: Mu or Pu = 1.60 *Mor P LT. WT. FACT. = 1.00 Fy = 40 KSI p MIN= 0.0020 MIN. 4/3 ULT PER W/0#4 Bp SM / JR Date: 6/1,/2005 Job No: 8 bz2 Page 5 of ULT. As REQ'D (X DI R) = 0.04 IN^2 As REQ'D (Y DIR) = 0.05 IN^2 NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 MIN. 2001 CBC T & B USE: 1.73 IN^2 N / A 1.33 IN^2 Asx = 1.33 IN^2 1.73 IN^2 0.06 IN^2 N / A Asy = 0.06 IN^2 # 4 REBAR REQUIRED = As(regd) / 0.20 in^2= 6.1 # 4 REBAR REQUIRED = As(regd) / 0.20 in^2= 0.: HAIRPIN REQUIRED: OUTWARD FORCE (Hout) = 4.1 K CALC. USING CONCRETE SHEAR ON ONE SIDE ONLY (ASSUME SLAB THICKNESS OF 0.67' (NO. OF LONGITUDINAL BARS REQ'D.) (NO. OF TRANSVERSE BARS REQ'D.) 0.33' EDGE OF SLAB \ . 5' y, 30 DEG. TRY: HAIRPIN LENGTH (L) = 4 FT ALLOWABLE OUTWARD FORCE (Ha) _ (Vconc) * / 1.7 LENGTH (L) WHERE Vconc = 2 * (fc * 1000)^0.5 * 0.8 * (t + (L * 12) * COS(30)) * t / 1000 = 31.72 K SLAB THICKNESS (t) = 8 IN YIELD STRENGTH OF CONCRETE (fc) = 2.5 KSI STRENGTH REDUCTION FACTOR COL. 0.85 SPACING / 2 Lc = cos(30)*L+cos (60)*L= 5.5 FT <= 7.5 FT OK Ha = 15.9 K >= 4.1 K OK CALC. USING TENSILE STRENGTH OF SLAB REINF Lc = 2 * cos (30) * L + 2 * cos (60) * L = 2.73*L = 10.9 FT SLAB REINF = 0.133 IN^2 / FT Fy = 40 KSI Fs = 20 KSI TRY: HAIRPIN LENGTH (L) = 4 FT COL. ,' Ha SPACING <= 15.0 FT OK 0.866 L\\ x/45 DEG. ` SLAB EDGE Lc Ha = 0.133 * 20.0 * 2.73 L = 7.27 L Ha = 29.1 K >= 4.1 K OK TENSION IN STEEL (T) _ (Hout / 2) / COS(30) = 2.4 K AREA OF STEEL REQUIRED (Asti) = T / (Ft) = 0.12 IN^2 WHERE . YIELD STRENGTH OF STEEL (Fy) = 40 KSI TENSION STRENGTH OF STEEL (Ft) = 20 KSI . USE: CONCRETE SHEAR STRENGTH TO RESIST FORCE ' I USE: #4 BY 9.0 FT j i By. SM / JR NorthStar y Date: 6/l/2005 ENGINEERING Job No:o:g 1690 Page (p of CALC. SUFFICIENT AMOUNT OF SLAB TO RESIST OUTWARD THRUST µ = 0.50 COEFFICIENT OF FRICTION BETWEEN SLAB AND SUBGRADE F.O.S. = 2.0 FACTOR OF SAFETY AGAINST SLIDING Wreq'd = 16.4 K WEIGHT OF SLAB AREA REQUIRED TO RESIST SLIDING t = 8.0 IN SLAB THICKNESS Lc = 5.5 FT PROJECTED LENGTH OF CRACK (FAILURE PLANE) wreq'd = 'Wreq'd / Lc = 3.0 K / FT UNIT WEIGHT OF SLAB REQUIRED Lreq'd = 30.0 FT USE: 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 3.0 FT WIDE BY 3.0.FT LONG BY 2.0 FT THICK WITH A PEDESTAL: 0.0 FT WIDE BY 3.0 FT LONG BY 0.0 FT THICK 7- # 4 LONGITUDINAL (1/2 TOP AND 1/2 BOT) 7- # 4 TRANSVERSE (1/2 TOP AND 1/2 BOT) #4 BY 9.0 FT LONG HAIRPIN (TOTAL LENGTH) •By: SM/3R NorthStar Date: 6/1/2005 Job No: 6-[6,0 ENGINEERING Page of FOOTING AT GRIDS 1 AND 3, A, B, D & E COLUMN FORCES: 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 Vmax 2.0 K Eccentricity .2.0 IN Lat. earth Vup 3.1 K Corner ftg? YES Skin frict.. Hout 1.0 K Column spacing 4.0'FT factor, psf TRY: FOOTING: 2.0 FT WIDE BY 2.0 FT LONG BY 2.0 FT THICK WITH A PEDESTAL: 0.0 FT WIDE BY 2.0 FT LONG BY 0.0 FT THICK CHECK UPLIFT: INCLUDE: 4.00 FT OF 0.67 FT SLAB IN ALL DIRECTIONS & CONTINUOUS FOOTING: 2.0 FT WIDE BY 6.0 FT LONG BY 2.0 FT THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) USE CONTINUOUS FTG WT?: YES CALC. SKIN FRICTION: Enter Choose analysis method for skin friction: 1 1 - 2001 CBC Section 1807.10 2 -Exact equation per Civ. Eng. Ref. Man., 8th Ed. Frictional resist. developed (not to exceed): 500 psf Soil density (g): 110 pcf Location above wt: wtr. table: dc: wtr. table: bottom: - Lat. earth Skin frict. Lat. earth Skin frict. Surface Skin frict.. Skin frict. Depth, ft .Pore press, press, psf factor, psf press, psf factor, psf area, ft12 force, k force, k P.9= (comp) (ah) .(comp) (fs) tens oh tens) (fs) As (comp) (Fc) tens Ft 2.0 250 250 8.0 2.0 2.0 I vial. c.v K L.0 K w/ factor of safety: 1 2.0 k 2..0 k Include skin friction w/ dead load?: no By: ,SM / JR N o rth Sta r 20 DECLARATION DRIVE Date: 6/1/2005 CHICO, CA 95973 Job No: 8 9 G o ENGINEERING 530-893-1600 Page P, of FAX 530-893-2113 TOTALS: L = 2.0 FT (LENGTH OF THE FOOTING). W = 2.0 FT (WIDTH OF FOOTING) T = 2.0 FT (THICKNESS OF THE FOOTING) Lslab = 4.0 FT (LENGTH OF THE SLAB) Tslab = 0.7 FT (THICKNESS OF THE SLAB) Lped = 2.0 FT (LENGTH OF THE PEDESTAL) Wped = 0.0 FT (WIDTH OF THE PEDESTAL) Tped = 0.0 FT (THICKNESS OF THE PEDESTAL) Lcont = 6.0 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 2.0 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 2.0 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 6.0 K (DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Ft = 0.0 K (SKIN FRICTION FORCE RESISTING UPLIFT) Total = 6.00 K >= 3.10 K OK Total = [(L * W * T) + (Lped * Wped * Tped) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (Lcont " Wcont * (Tcont - Tslab)] * 0.15kcf + Ft CHECK FOR SOIL BEARING: Enter Choose analysis method for soil bearing: 2 1 - Meyerhof (Vesic) or Terzaghi bearing capacity equation 2 - 2001 CBC Table 18-1-A with allowable increases Include skin friction w/ bearing?: no Use allow. increases?: yes q(allow) = 1.5 ksf q(increase-width) = 0.3 ksf q(increase-depth) = 0.1 ksf 1.9 ksf <= 1.5 ksf * 3 = 4.5 ksf Use: q(allow) = 1.9 ksf * 4.0 ft^2 = 7.6 k Q(allow)= 7.6 k+ 0.0k= .7.6 k >= 2.0k OK DEPTH TO REBAR REQUIRED: b = 24.0 IN BASEPLATE DIM., Y-DIR: d = 20.0 IN X-DIR: DEPTH REQ'D: BEAM SHEAR = 0.5 IN PUNCHING SHEAR = 0.5 IN CONTROLLING d = 0.5 IN 7.0 IN 8.0 IN vu / f = -0.001 KSI <= 20.0 IN OK REINFORCEMENT REQUIRED: f = 2.5 KSI ASSUME: Mu or Pu = 1.60 * M or P LT. WT. FACT. = 1.00 Fy = 40 KSI , p MIN= 0.0020 4/3 * ULT PER MIN. W/0#4 is I By, SM / JR Qate: 6/j/2005 Job No: Page of ULT. MIN. As REQ'D (X DIR) = 0.01 IN12 1.15 IN^2 As REQ'D (Y DIR) = 0.01 IN^2 '11.15 IN^2' NorthStar ENGINEERING 2001 CBC N/A 0.01 IN^2 # 4 REBAR REQUIRED = As(regd) / 0.20 in^2= 3.1 # 4 REBAR REQUIRED = As(regd) / 0.20 in^2= 0.1 HAIRPIN REQUIRED: OUTWARD FORCE (Hout) = 1.0 K CALC. USING CONCRETE SHEAR ON ONE SIDE ONLY .(ASSUME SLAB THICKNESS OF 0.67') TRY: HAIRPIN LENGTH (L) = 4 FT 20 DECLARATION DRIVE .CHICO, CA 95973 530-893-1600 FAX 530-893-2113 T & B USE: 0.75 IN^2 Asx = 0.75 IN^2 N / A Asy = 0.01 INA 2 (NO. OF LONGITUDINAL BARS REQ'D.) (NO. OF TRANSVERSE BARS REQ'D.) 0.33' EDGE OF SLAB \ 30 DEG. ALLOWABLE OUTWARD FORCE (Ha) _ (Vconc) * / 1.7 LENGTH (L) WHERE Vconc = 2 * (fc * 1000)^0.5 * 0.8 * (t + (L * 12) * COS(30)) * t / 1000 = 14.86 K SLAB THICKNESS (t) = 8 IN YIELD STRENGTH OF CONCRETE (fc) = 2.5 KSI STRENGTH REDUCTION FACTOR (ra) = COL. 0.85 SPACING / 2 Lc = cos(30)*L+cos (60)*L= 5.5 FT > 2.0 FT 'USING Lc = COL SPACING Ha = 7.4 K >_ 1.0 K OK CALC. USING TENSILE STRENGTH OF SLAB REINF. COL. Ha Lc = 2 * cos (30) * L + 2 * cos (60) * L 12 SPACING = 2.73.* L = 10.9 FT > 4.0 FT SLAB USING Lc = COL SPACING ,� 0.866 L\\ REINF = 0.133 IN^2 / FT Fy = 40 KSI Fs = 20 KSI x/45 DEG. ` TRY: HAIRPIN LENGTH (L) = 4 FT SLAB EDGE Lc Ha = 0.133 * 20.0 * 4.00 /2 1 / 2 Lc USED FOR CORNER COLUMN _ 5.32 Ha = 5.3 K >= 1.0 K OK TENSION IN STEEL (T) _ (Hout / 2) / COS(30) = 0.6 K AREA OF STEEL REQUIRED (Asti) = T / (Ft) = 0.03 IN^2 WHERE YIELD STRENGTH OF STEEL (Fy) = 40 KSI TENSION STRENGTH OF STEEL (Ft) = 20 KSI USE: CONCRETE SHEAR STRENGTH TO RESIST FORCE USE: #3 BY 9.0 FT By:, SM / JR NorthStar Jbb No /1/2005 ' Jbb No: o ENGINEERING Page of CALC. SUFFICIENT AMOUNT OF SLAB TO RESIST OUTWARD THRUST µ = 0.50 COEFFICIENT OF FRICTION BETWEEN SLAB AND SUBGRADE F.O.S. = 2.0 FACTOR OF SAFETY AGAINST SLIDING Wreq'd = 4.0 K WEIGHT OF SLAB AREA REQUIRED TO RESIST SLIDING t = 8.0 IN SLAB THICKNESS Lc = 2.0 FT PROJECTED LENGTH OF CRACK (FAILURE PLANE) wreq'd = Wreq'd / Lc = 2.0 K / FT UNIT WEIGHT OF SLAB REQUIRED Lreq'd = 20.0 FT USE: 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 2.0 FT. WIDE BY 2.0 FT LONG BY 2.0 FT THICK WITH A PEDESTAL: 0.0 FT WIDE BY 2.0 FT LONG BY 0.0 FT THICK 4- # 4 LONGITUDINAL `'1-2- T"Z;)f' AVD �2 . ) #3 BY 9.0 FT LONG HAIRPIN (TOTAL LENGTH) �By; SM / JR Date: 6/1/2005 Job No:8��a Page: (i of. ANCHORAGE TO CONCRETE Pss = 0.9 * Ab * fut = 95426 LBS �*Pc=�*X*4*Ap*(fc)^0.5= Vss = 0.75 * Ab * fut = NorthStar ENGINEERING 40840.7 LBS 79522 LBS IS "de" LESS THAN 10 ` DIA? NO 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 EQUATION FOR "de" GREATER THAN 10 ANCHOR BOLT DIAMETERS � * Vc = � * 800 *Ab * X * (fc)^0.5 = 45946 LBS EQUATION GOVERNS EQUATION FOR "de" LESS THAN 10 ANCHOR BOLT DIAMETERS * Vc 2 * n * de^2 * X * (fc)^0.5 * (#AB) =154429 LBS USE OTHER EQUATION *VC = 45946 LBS 1 (Pu / PC) = 0.39 <= 1 1 / � * (Vu / Vc) = 0.30 <= 1 m OK 1 / � * ((Pu / Pc)^(5/3) + (Vu / Vc)^(5/3)) = 0.35 <= 1 OK (Pu / PSS)^2 + (Vu / Vss)^2 = 0.06 <= 1 OK WHERE #AB = 4 (NUMBER OF ANCHOR BOLTS IN GROUP) DIA = 0.75 IN (DIAMETER OF ANCHOR BOLTS IN GROUP) Ab = 1.77 IN^2 (STEEL AREA OF ANCHOR BOLT GROUP) fut = 60,000 PSI (MIN. TENSILE STRENGTH OF THE STEEL ANCHOR) = 0.65 (STRENGTH REDUCTION FACTOR, VALUE OF "0.65" OR "0.85") = 1 (FACTOR FOR CONCRETE WEIGHT, IE. LIGHT, NORMAL, ETC.) f = - 2500 PSI (CONCRETE COMPRESSIVE STRESS) Lembed = 10 IN (LENGTH OF ANCHOR BOLT EMBEDMENT) Ap = 314.2 IN^2 (PROJECTED FAILURE AREA OF CONCRETE CONE) de = 13.75 IN (DISTANCE OF ANCHOR TO EDGE) Vup = 4.7 K (REQUIRED UNFACTORED TENSILE STRENGTH) Hout = 4:1 K (REQUIRED UNFACTORED SHEAR STRENGTH) n = 2 (MULTIPLIER PER 2001 CBC SECTION 1923.2) ST = 1.00 (SHORT TERM LOADING FACTOR, 1.00 - NORMAL, 0.75 - W OR EQ) Pu = ST * (1.7 * Vup * 1000) * n = 15,980 LBS (REQUIRED FACTORED TENSILE STRENGTH) Vu = ST * 0.7 * Hout * 1000) * n = 13,940 LBS (REQUIRED FACTORED SHEAR STRENGTH) NOTE: (SPECIAL INSPECTION NOT REQUIRED By: SM / JR NorthStar 20 DECLARATION DRIVE Date: 6/l/2005 ENGINEERING CHICO, CA 95973 Job No: B i 6 0 530-893-1600 Page 12_ of FAX 530-893-2113 DETERMINE AMOUNT OF CONC. SLAB ALLOWED TO RESIST UPLIFT: SLAB THICKNESS: 8.0 IN REINFORCEMENT: #4 AT 18" O.C. Wire reinf?: no CONSTANTS: fc= 2,500 PSI fy = 40,000 PSI b = 121N d= 4 1N As = 0.133 IN^2 FIND MOMENT FOR ONE FOOT OF WIDTH: row = As / ( b * d) row = 0.002771 Mu= phi *row*b*d*fy*[d-0.5(row*d*fy)/(0.85*fc)] Mu = 18,653 IN - # 1.55 FT -KIPS FIND LENGTH: INCLUDE 4" OF ROUND OFF AT EDGE OF FTG., AND THE LENGTH THE REINFORCEMENT WILL SUPPORT Mn = ( WEIGHT OF. CONC.) * Lreinf / 2 SOLVE FOR (Lreinf) Lreinf =[2*Mu/(b/12*Tslab/12*0.15kcf)]^0.5 Lreinf = 5.58 FT TOTAL LENGTH OF SLAB TO INCLUDE IN UPLIFT (L) = Ledge + Lreinf WHERE, Ledge 0.33 FT IS THE LENGTH OF ROUND OFF AT THE EDGE OF FTG. Lreinf : 5.58 FT IS THE LENGTH THE REINFORCEMENT WILL SUPPORT L= 4.00 FT (USE 4'-0" MAX., CONSERVATIVELY) USE: 4.00 FT OF CONC. SLAB IN UPLIFT CALCULATIONS • ByAM / JR NorthStar 20 DECLARATION DRIVE Date: 6/l/2005 ENGINEERING CHICO, CA 95973 Job No: 530-893-1600 Page 1 of t 3 FAX 530-893-2113 DETERMINE AMOUNT OF CONTINUOUS FOOTING TO RESIST UPLIFT: FOOTING DEPTH: 24.0 IN REINFORCEMENT: (2) #4 TOP AND BOT. CONSTANTS: f = _2,500 PSI fy = 40;000 PSI b= 24 I N d= 20.75 IN As = 0.4 IN^2 FIND MOMENT (OF SINGLY REINFORCED FOOTING ONLY): row,= As / ( b * d) row = 0:000803 Mu= phi *row*b*d*fy*[d-0.5(row*d*fy)/(0.85*fc)] Mu = 296,541 IN - # 24.71 FT - KIPS FIND LENGTH OF FOOTING REINFORCEMENT WILL SUPPORT: Mn = ( WEIGHT OF CONC.) *-Lreinf / 2 - SOLVE FOR (Lreinf) Lreinf =[2*Mu/(b/12*Dftg/12*0.15kcf)]^0.5 Lreinf = 9.08 FT F.O. S. = 1.33 USE: ` 6.00 FT OF CONTINUOUS FOOTING ON ONE SIDE (6'-0" ESTABLISHED AS CONSERVATIVE MAX) f�z ! riPERMIT NO. 1321-8GB,P,,E,M t. PERMIT EXPIRES . IOWNER John -Hallmark - CONTR. Neilsen B1dR Co nroville # r. ! 36-30-65 • LOCATION (A.P. ) �, •� 2590 Pinecrest Rd., Oroville 4 aa! 11 ' c t I I., t •'! 1 '�. Temp. Power Pole - PG&E lied +� Temp. lec. r� % y rr Called PG&E �Co Temp. Serv. Gas Called PG&E JOB /� VI �• (Dat C (Signature) k COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD Brown Cooling 4pecf Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final — / Final MOBILEHOME UTILITIES ------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) BUILDING BUILDING (Cont'd) PLUMBI Setback A Firewall Soil Piping�G7 Forms Para ets 1st Floor Main Bldg. Restroom Flnjsh 2nd Floor Footings Windows 3rd Floo StemwaII Siding 2 To out Slab Roof Sheathin Water Pi p in g 7 YO Piers Roofing 7zvL Sewer Garage Fdn. Vents 141 Fixtures Footings Stemwa I I Garage Vents Insulation Water Htr. Heaters L Slab Carport p Footings Slab Prov. for physically handicapped Conformance of ex. structure Final t' �� Appliances Gas Pi Ing & Test Temp. Gas Sanitation Patio FIREPLACE Final Footings Footing ELECT IC L Masonry Walls Throat�. —c- Rough L Relnf. Steel Final f 4--- Fixtures Bond Bea% 9,RF SPRINKLERS Motors FramingL Test Water Htr. Stucco Final Subpanels Mesh oeMECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling 4pecf Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final — / Final MOBILEHOME UTILITIES ------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) J 0 RRCTnVMTTAT- ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT 0roville 2-5--W2-5--WRneOre,5-/� � (location) BUILDING PERMIT NO. %2-t - j A. P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or'write N/A if not applicable) INSULATION: Slab Edge Fdn. Walls All Floors Roy -Foil Walls it.11 Ceiling/Roof R19 Ducts ypd5 Circulating Pipes APPROVED HEATER APPROVED WATER HEATE GLAZING: Single Glazed Special (Insulated)��/ CERT. & LABELED WDS. & SLIDING DRS._ WEATHERSTRIPPED DRS. v" BACK DAMPERED FANS INTERMITTENT IGNITION DEVICES CERT. APPPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name NI'CH:OLSON I'NSULATTON CO. (please print) Signature of L Insulation Applicator State Contractors License No. 212461 General Contractor/Owner Name (please print) / Signature of General Contractor/Owner _ �_ Date State antractors License No .._ -7 7 THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. UNDERFLOOR laps _ etbacks - Easements tg., Main: Soils - Steel - EI . Grnd - t7" tg. Depth Above Completed - O Except: Job Card Signed Date Corrections Completed Job Card Signed to I: Ftg., Garags; Soils - Std •� F h ILA!tg. Porches & Decks; Soils - Steel - O" Ftg. Depth i. _ Ste nwails, Garage; Slee; -- Bloakouts Stemwalls. Garage; Steel Blockouts rain; all - Fillings- 042".Test - 2 way C/O - Sewer Test zt` v- �G�vP�lpe: Size - Test OtWater Pipe: Test - Anchors - Regulator -.Service Test Electrical PGirl, ws & Ducts; Clearance - Material -� Support - Ins. -Sills - Anchor Soft - Joists - Vents - CtIPPIseow Above Completed Job Card Signed Date Corrections Completed Job Card Signed Date L ' PLUMBING - ABOVE' FLOOR ec, Mae. - Vent - A Combustion Air S or Pipe TestvanO at -1 Protection / ► in Pipe T - nFttngis Anchors - Nail Prot. - 42" Test 02.1" 3. Shower Pan - Test, First Fioar - Tub Accm C Test Tub & Shower, 2nd float - Tub Aces ?- Gas Pipe - Size & Anchors Above Completed - ❑ Except: _ Job Card Signed Date Corrections Completed Job Card Signed Date ELECTRICAL - ABOVE; FLOOR (/CI arance & Insulation Prat. at Flush Light Fixtures rRecsptacles Spacing - Lights & Switches at Doors Sixe Boxes & No. of Conductors - Stapled - omex Installed Clom to Edge of Studs & C.J. quip- Ground made up w/Mexh. Fastecers . _2 Appliance Circuits In Kitchen & Conductor Size Sub -Feed -Wire Sizsl --! a. Cu or Al - A.C.-Wire Size/4 /ga. Cu ar L Ra a Ciro. ga. Cu or Ai ,oven Circ.,Qa. Cu or AI, ulated Neutral OYes No ? ewice - Riser Conductors & Ground N, Bond-Qeo-& Water Pipes 1-• Clothes Closet Light - Shower Light Above Comolated - ❑ Except: Job Card Signed Date Corrections Completed Job Card Signed Date _ MECHANICAL- ABOVE FLOOR 2 A.C. Ducts - Insulation & Supp 3. Vent Fan - Exhaust above Ins ation ;. Condensate Drain & Overdo -size &Grad 5. Furnace - Vent - Acces-C•mb. Air - Return Air Vent - 115V outlet i. Attic Access & Platform ' furnace in attic Above Completed - 19 Except: Job Card Signed , Date Corrections CorToleted Job Card Signed Date i FRAMING Pla s X38. ill -Proper Material & Anchors v39. alls - Studs - Nailing & Spacing & Bracing - Plates �4o. ring Walls over Girders & Floor Nailing `41. raft Stop in Walls (rat proof) �112. it Stops - Furred Ceilings - Stairs - Chases - Tub 143. der & Beam - Size_& Bearing %14.. a gers - Post Caps - Anchors - Connectors ,15. Jng. Joists -Mr. Ties-Purlir- W. Brac.-Tru9s-S g. -Ring. 46 iireplace Tia or Type A Flue - Firepla-ce Throat 147.vA .tic Access Size & Romcx Protection_ Y rn. Windows or Exlting Doors.- Sill Hg t. & Dimensions-�-� G..ara 6 Fira Protection Framing Separatirrt Wails -t hr. Fico -2 hr. Fire �1�Doom - one 3' - Cheek �2, ta• -m Width-HeadroonsvRis"un-Landing-Fire Protection 53. yovood on Root Overhang -Attic Vents - Rafter Outriggers f54. lding - Nailing -- Veneer -55: Stucco Mesh, Drip Saved & Fdn. Vants & Underflr. Access 160. Glass Protection If required _ -17: Sher Walls - Abovo Comploted - C1 Except: Job Card Signed Date Z� Corrections Completed Job Card Sigrtcd Date C� -�� FINAL Plans ®- t. Steps, Door &4i4dWMZ=2Ajon - Landings n Smoke Detector 44 --Furnace - Vents-Clmces-Comb. Air -Connector— In Garage=Hgt. & Mech. Protection W. Bedroom Exiting = tU,-15_ I. & Bath Fixtures & Tub Access t• . Elec. Trim & Subpanel Breaker Sizes - Labels '`- &Rails �-Fireplace or Stove- Clearances -Hearth -6#-- EJE. Outlets at Wood Panel - Int. & Ext. Fixtures & Appliances in Kit. - Grnded - Air Gap - Ckng- Clrnce 4;jiili- Elee. Outlets & Receptacles at Kit. Counter image Fire Door - Swing & Landing -Closer i1. A.C. Duct In Garage - Damper Wtr. Htr - dente-Clrnees-Comb. Air-R.R.V.-Connector - In Garage- Hgt. & Mesh Protection J4,_ Firewalls & Openings - Area Separation Walls 70r�ec. Receptacles in Garage (G.F.1.) Romex Protec. c. Insulation - Foam oo m c ! es 76. Guard Rails & Deck Construction 7 F le door - Drainage & Wood -Earth Clmces- Looked under floor / /Yes 8. Following instld: Drive ONo: Planters OYes Creating Orng. Problemses Q.q_ St cco; Brown - Finish Wo-A.C. Unit-Disconnect-Clmces-Brkr & Cond. Size - 115V Outlet atl,�.qWs Above Roof - Plbg.-Appliances-Firepl. - Clrnce to Opngs Water W911 - Disconnsct, El-ctrical, Plumbing Ex rior Elec. Trim & G.F.I. Receptacle Ventilation throughout House -8'r—Glass Protection Corrections from Przvious Inspections Gas Test - Meters Tagged -G3§ & Electric JENWater Supplyewage Connected Cleanout to Grade nargy Compliance Cacti Hca a Above Completed C Except: S' Job Card Sign Data Corrections Completed Job Card Signed t O J COUNTY OF BUTTE •�–•; , D9PARTMENT OF PUBLIC WORKS 7 -County Center Drive - Oroville, California 95965 Telephone: 534-4541 a APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property,or inspec ion purposes. X - Date Signature of Per itee or /Agent Receipt No. 3 617 &1 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIR CTOR 0 PUBLIC WORKS By A, d Date _�"+rJ'rU �- Building permit expires Date i! �C BUILDING Owner JORAJ �[WMkg4e— �1 S0. F OCC. BUILDING VAL ION C)O. Mailing Address /% 333!0. No. s,-- //Telephone Contractor i�L5j�11� 13v tu>I � a . Mailing Address P. Q. �R-ox Zp3$ Fireplace A 75-0-00 Total Valuation 53 �, / t� �,(/^T q�� r �/ 7�j� le ho a 1�� Permit Fee , 00 Building Address J�f7 �N�G ST ��o heckingFee /or Penalty 7,�jp Permit Fee ZSZ � CS/5 PlAIE606ST ISD. App. /4t M / PLUMBING No.1 @ I FEE �• �� 10P,5K Pf7 � Ll C.c- l�Iu`Rwo PERMIT FILING FEE $3.00 ,®v Each Trap O -1-W ,pp �/r�Q�� Repair drainage or vent piping 1.50 / A. P. o. 3f�-3o •�U/� ]y� Zoning l4nning Water piping --f-56- Z. ao Each gas water heater or vent 1.50 Kees adq San i tion Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 Parking EQA Pla I Parcel Declaration Parcel M 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. P ons Recd P ova Plans Ap al Lawn sprinkler system 2.00 NEW ADDITION UTILITIES ❑ OTHER ❑ permit Fee $ 30 $ Z,S77R ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 , 00 600V OR LESS Main service 100 AMP OR Less 5.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD•L loo AMP 2.50 Main service OVER 25.00 100 AMPP OR LESS O Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING o� OR ADDNS. ACC. BLDG SI� 20sgft ,& LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business 81 Professions Code under the name st le of: y NEW RESID. (MULTI -OUTLET CONSTCONTRACTORS NON.` BRANCH CIRCUITS) 12.50ea NEW CONSTR. POWER APPARATUS 6 NON.RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES) g L:; Ex. ccu FIXED APP LNS. OR O p. OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 License No. C11 lassihCatlon—,a— Mobile Home Facilities 15.00 Misc. Wiring 6.25 E ` ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 5th &0 p WORKMEN'S COMPENSATION INSURANCE am aware of the provisions of Section3700 of the California Labor ode which requires every employer to be insured against liability or Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL NO -1 @ FEE PERMIT FILING FEE $3.00 ,Od Heating �pUO Q QpO 0-02-72-1- / ZT ,r10ff,00 Cooling / Z G Z/2% Ventilation Hood 2.00 OO Permit Fee $ *00 $ I certify that I have read this application and state that the above information is correct. I•agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ .2Sj 0C TOTAL PERMIT FEE $ / /(� authorize representatives of the County of Butte to enter upon the above-mentioned property,or inspec ion purposes. X - Date Signature of Per itee or /Agent Receipt No. 3 617 &1 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIR CTOR 0 PUBLIC WORKS By A, d Date _�"+rJ'rU �- Building permit expires Date i! �C 13ALANCE OF FEES SB= DATE: S-- 0 6 ASSESSOR PARCEL #: a % 9' OWNER'S NAME: %% 0/2 7—/-/ FEES: (Amount and Purpose): BALANCE OF FEES: $ �o 9 ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE: $ SRA $ COPIES $ URBAN AREA FEES $ CSA 87 (North Chico Spec) $ WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ OTR $ OTHER $ VALUATION - IF BALANCE OF FEES ORADDI'TIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL: $ (Check one) COUN'T'Y M CITY OF BIGGS (Check one) RESIDENT v IAL V CO MMERCLA-I, `�c PP\IIEWED BY BUTTE CO. FIRE UEP I - 4CA CALIF. DEPT. of FORESTRY - o QrM M11 AKI ' Z4 approved as submitted J ---------- - ------ - ----- -------- - - a raved w! c - -------- ..... ..... * ............ .... .. .. .. ....... ........... ..... ...... ...... 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Assessor's Parcel Numb er[a P Scale: 1"=1 d57D FOR OFFICE USE" ONLY Owner Name, tA)e_,M4,e,1 _.., A _4-tl Address/ Phone No. .2 e -j -Q 0 P;ri f.,e-res Site Location — -Se-yn-4, — Contact: Name 'Phone 933—E3S Zoning: General Plan -Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT -PARCELS SIZE (AC): ZONING: GEN PLAN: USES: - - ii i APN: 036-300-065 1r Adder: 2190 Pbmcm$t Rd Oroville, CA 95966 hqmWBY RdWa6 Nath ',.••. i.: a,'•'1 ,✓jj 2590 PtneaRd •�� _ +: Fi .� t O—IUC. CA 95966 . t• ii APN: 036-300-065 1r Adder: 2190 Pbmcm$t Rd Oroville, CA 95966 hqmWBY RdWa6 Nath ',.••. i.: a,'•'1 ,✓jj 2590 PtneaRd •�� _ +: Fi .� t O—IUC. CA 95966 (530)5334351 r; - SITE PLAN . . . . . . : . . . . .. .. .. .. .. _ ... .. .. .. .. .. _ _ .. .. ............ ..J... .. .... ..... _...... . . . . . . . . ......... . r .{.... .. .. .. .. .. .. ... .. ... �I• .. .. .. .. .. .. .. .I (......} ................... L......................... ....... }...... :...... ...:..y...... i..... 5 ..... 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Q � r , 3� :� o✓v/' ! .....i .i -r- ;.„tl - ......................... ..... ....... ..... _..... ....... _ __._............ .....-......... «..... ....... _..... _...... ....... _............ ....... ..... ............ _.................. _.......... -_........... ._.................._........... �. ........... _ ............ _............ rt.%.+ -. / • _ _ .,�_ .•, .yam + � Assessor's Parcel Number:® 03 - ©©- 0p ®©" Scale: 1" - �D� Owner Name- LA)eSj a r Address / Phone No. Zslgo i s S33-g3S Site Location Sa-vA,0- - Contact: Nam' e 'Phone -933-93S/ o, jba.-z;. 203 FOR OFF PROVIDE FOR ALL' ADJACENT. PARCELS Zoning: SIZE (AC): General Plan •Desig: ZONING: Size, Acres GEN PLAN: 4.0(r USES: 99656 VO'OWA&PO TV Pamgqd 065t •Jt :� *WNRqWv t�apmbld 99656 VJ'ali!Aa+p S90.00f•9C0 W" 4y r.'; - NOTE: ALL WALKDOORS ARE FIELD - - LOCATED, UNLESS NOTED. i n n3 U I U2 ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0° (U.N.) u9 I a O Dia= 3/4° eeeo�e�aerrrrrr0000s °°°,°•oQ�OFESS/pv9 �°°°°° �o ��QF. o��N\S S NE�S;oy�F2 •°°° . cD N 040442 m xp.3/31/07 z CIVIL °' 3 2 `> �' - - -'" NSP•°° .•' .. 2°1 15'-1 1'72° � " " 15'-1 1/2- 1 1/2° -- 1 1/2° f H E p I TAG E I o1 X—Bracingi cm CUSTOMER: WES NORTH SYSTEMS o \ C� A "' o 0 A F007 2612 DRIBBLE STREET HERITAGE JOB # CAX27509 NORTH LITTLE ROCK, ARK 72114 DRAWING JDJ �3 30 05 La�SEE COVER S'N.T.S. 1-800-643-5555 CHECK BY TIME DRAWING REV X ' SW 7:35am A81 0 10 gg � C O I CD I orn iA C0— O I I C, O C N m c O O •-1 O O N N APPROVED m R Buft � EnvronmentalnH1 Ith X I m Fo 07 O 1gmture 114 aM D LlA i`1 I A o , 1 1/2° X -Bracing 1 15'-1 1/2" 15'-1 1/2" U I U2 ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0° (U.N.) u9 I a O Dia= 3/4° eeeo�e�aerrrrrr0000s °°°,°•oQ�OFESS/pv9 �°°°°° �o ��QF. o��N\S S NE�S;oy�F2 •°°° . cD N 040442 m xp.3/31/07 z CIVIL °' 3 `> �' - - -'" NSP•°° r°sit rson �rR 0 0 8 2005 f H E p I TAG E DESCRIPTION: ANCHOR BOLT PLAN BU ILD I N G CUSTOMER: WES NORTH SYSTEMS LOCATION: OROVILLE, CA 95966 2612 DRIBBLE STREET HERITAGE JOB # CAX27509 NORTH LITTLE ROCK, ARK 72114 DRAWING JDJ �3 30 05 La�SEE COVER S'N.T.S. 1-800-643-5555 CHECK BY TIME DRAWING REV ' SW 7:35am A81 0 " W N, SCALE 3T. NOTE SEE DETAIL 2 FOR ADD'L INFO. CONTRACTOR SHALL VERIFY ANCHOR BOLT NUMBER, SIZE, SPACING, PROJECTION, AND LOCATION W/ RIGID FRAME MFR. X PROVIDE ALLTHREAD W/ TOTAL EMBEDMENT (MEASURED FROM THE TOP OF SLAB) PER "FOOTING SCHEDULE" W1 DBL, NUT AND 1/2" X 21/2" 60. WASHER (REQUIREMENTS APPLY TO ALL > ANCHOR BOLTS IN SET) TACK WELD NUTS TO WASHER AND < ALLTHREAD ()D- EDGE DETAIL AND DOOR CONCRETE 5LA13 PER PLAN U_ (Y THRESHOLD PER METAL :2 a BUILDING MFR. PLANS A I N ALL THREAD AD EDGE A B1 '0 T 2: REINFORCEMENT PER PLAN CONSTRUCTION JOINT, ro WHERE OCCURS R " W T) XAN (ROUGH, CLEAN 4 WET) HAIRPIN )'30* PER PLAN 5UBGRADE PER NOTE ly 04 CONT. 4 4-5 ON SHEET 6-1 LU Ci TOP AND BOT. LU UNDISTURBED SOIL O AL -1 -THREAD cn " TRANSVERSE REBAR PER FULLY - SCHEDULE W1 ENDS OF BARS 3" BOT. D EMBEDDED" CLEAR FROM SIDES OF FOOTING (TOP AND BOTTOM) LONGITUDINAL REBAR PER SIZE PER SCHEDULE W/ ENDS OF BARS 311 "FOOTING SCHEDULE"ND AR BOTTOM) FROM ENDS OF FOOTING (TOP M V_ EDGE OF CONCRETE. 51 -AB Un017tnKl'rA1 C=RAM 'M13 3211 13211 :04 BAR BENT AS SHOWN TIED TO HORIZONTAL BAR TOP AND BOTTOM EDGE OF CONTINUOUS FOOTING FOOTING SECTION FOOTING SECTION CORNER DETAIL TYP. SLAB ON'GRADE NO SCALE NO SCALE NO SCALE 3/4"0 SMOOTH BAR X 24" LONG AT SAME SPACING AS SLAB REINF. CENTERED ON JOINT WRAP ONE END W/ 15:0 FELT OR CONSTR. JOINT BLIP COVER. W , ;9 CONC. SLAB REINF. TO JOINTBREAK is CONSTR. 2" X 4" KEY CONTINUOUS . C0t\15TRUCT10N JOINT 2 3 301-3" OUT -TO -OUT OF CONCRETE I5'-11/2" r2 A 5 HAIRPIN TYP. d3 FTG. 10'-0" TOTAL B LENGTH B V —1 =3 C4 — J ";tO� B A B 811 CONCRETE SLAB PER NOTE -4-5 ON FOR ANCHOR BOLT LOCATIONS SEE SHEET 5-1 W/ #4 AT 1811 O.C. EA. WAY AT METAL BUILDING CENTERLINE OF SLAB (DESIGN SPECIFIED MFR. PLANS BY OWNER) W1 CRACK CONTROL LOCATION (USE DETAIL. 4), FIN15H FLOOR ELEVATION AND FINISH DETERMINED BY CONTRACTOR. F-OMIDA110N PLAN 1/811 = V -O" (DO NOT SCALE) 1/411 WIDE TOOLED OR SAWCUT CONTROL JOINT. TYP. SLAB REINF., CONTINUOUS CONTROL JOINT tiBlYbKAb CONDITI01�1�5: CONCRETE: 1-1 The Contractor shall vairifu aii dimensions dotage and Job site conditions prior to commencing work and 3-1 All ce)n&-irQtA VI HAVia A Infatimlin of A CLM-LIOL of cement / r-ihnit- and A onAvfminn slum of AN L,/- 10 and a FOUNDATION DESIGN 19 BASED ON INFORMATION PROVIDED BY HF-RITAOt: 1:51.111.AJINCI t2T*lta9:m rum jtai;;I1 mu. %-m-N& NOTES: 1. C5NTFQ FOOTING UNDER BASEPLATES IN EACH DIRECTION A5 REQUIRED. 2. FIRriT DIMENSION SHOWN UNDER %IZE" 16 PERPENDICUI-AR TO THE EDGE OF THE SLAB' ........ .. EM 0 E=6 ctm: CL 3: -:5 (D E _25 b : g "(1D �2 c _0 0 3: a) (D .eEJc5 WE 6 6 ' '� E (DC (73 E 2 Id to (-- 4; 0� Z c U) CO 0 Z C: t 2 S2 Cc) -a.G -6 'E0 im 2 fE CO's .G CL z 0.40 0 0 -p .2 8 c: �? 'EL 0000.0.2o -�� 14 vC C 10 0 C cu (D E a) a cu '. 8 :;-: 0 0 Z CL 0 C (1) 0 = = 0 X "ffiu 00 < I In - 01 Lo 0, cycn E < co 0 U coo LL_ U -2 -C lLQ C; a) (D .0 co 2 cn C) u Cq CI.. notify the EnQineer of any discrepancies. V 0 minimum ; f lc=2,500 psi after 20 days curing unless otherwise noted. Aggregate size shall be a maximum 1-2 All construction and methods shall be in strict conformance with the applicable PrOVISIM a the of 1-ille in foundations and 3/4" at all other locations. California Building Code,,, 2001 Edition, and the 2001 CMC, CPC, CEC, and the CFC as well as all 3-2 Coring (compound shall be sprayed on all exposed surfaces immediately after final troweling. applicable municipal, State, and Federal regulations. 3-3 All cGmI used shall conform to ASTM C-150 and shall be Type It or Type III low alkali. 1-3 All work is subject to the approval of the building offWccialle field inspector. 3-4 AggrGoata shall conform to ASTM C-33 and shalt not contain materials which are alkali reactive as 1-4 The Contractor shall provide all measures necessary to protect the structure, workman, and all other determlilned by ASTM C-221,289, and 295. If test data is unavailable in regards to alkali reactive LY persons during construction. matertalls, provide cement with a maximum alkali content less than 0.45% by weight. 1-5 The Engineer is responsible for the structural moms in these plans only. Should any changes be made 3-5 Conc-reate exposed to freezing or thawing shall be protected in accordance to the latest edition of from the design as specified in the calculations without approval from the Engineer, then the Engineer 41 the =1 code and CBC: appendix, chapter 19. will assume no responsibility for any element or system of the structure. 3-6 Vibratea concrete around all bolts, rebar and surfaces. 1-6 The Engineer Is not responsible for thew plans unless all sheets are stamped with the FnQlnoarls 3-7 Constrwctm joints shall be clean and wet prior to pouring concrete. stamp and wet signed with red or blue ink. 3-8 ConcrotG shall have a water-coment, ratio of 0.45 lb./b. or less. Addition of water at the job site is not I-1 Additional layouts and/or plans (site plan, plumbing, heating and ventilation, mechanical, otcJ by others, permittied unless special inspection has been provided and test specimens are taken. If hot weather unless othannhLa noted or Indicated on the drawinns conditkons are anticipated at the job site concrete materials (aggregates mixine, water and cement) &hall FOUNDATION DESIGN 19 BASED ON INFORMATION PROVIDED BY HF-RITAOt: 1:51.111.AJINCI t2T*lta9:m rum jtai;;I1 mu. %-m-N& NOTES: 1. C5NTFQ FOOTING UNDER BASEPLATES IN EACH DIRECTION A5 REQUIRED. 2. FIRriT DIMENSION SHOWN UNDER %IZE" 16 PERPENDICUI-AR TO THE EDGE OF THE SLAB' ........ .. EM 0 E=6 ctm: CL 3: -:5 (D E _25 b : g "(1D �2 c _0 0 3: a) (D .eEJc5 WE 6 6 ' '� E (DC (73 E 2 Id to (-- 4; 0� Z c U) CO 0 Z C: t 2 S2 Cc) -a.G -6 'E0 im 2 fE CO's .G CL z 0.40 0 0 -p .2 8 c: �? 'EL 0000.0.2o -�� 14 vC C 10 0 C cu (D E a) a cu '. 8 :;-: 0 0 Z CL 0 C (1) 0 = = 0 X "ffiu 00 < I In - 01 Lo 0, cycn E < co 0 U coo LL_ U -2 -C lLQ C; a) (D .0 co 2 cn C) u Cq CI.. 1-8 The Contractor or Owner shall secure all required approvals and permits from the appropriate be cowled prior to mixing, and retarders or plasticizers may be added to provide workable concrete. agencies as required. If they elect not to obtain a permit, the" plans shall be considered mill and Forms, mainforcing steel and subgrade shall be fogged or sprinkled with coot water just before ,concrete void. to placed. 1-9 In the event certain features.of the construction are not fully shoI on the plans or called for in the 3-9 Where tthe frost depth requirement (as established by the building department) is Greater than 12 inches, notes or specifications,, their construction shall be of similar character to conditions, shown on the plans concrette shall be air entrained a minimum of 5% and maximum of 1%. and shall beravlowed b Ig the Engineer and Owner prior to construction. 3-10 Shrinkaige at 28 days shall not exceed 0.055% for dry curing. 1-10 The drawings and specifications represent the finished structure, and, unless specifically noted 3-11 Minimum i concrete tensile splittling strength shalt be 390 psi. otherwise do not show the method of construction.1ha,Contractor is responsible for the method of 3-12 Aff-pro-Liactim. corners of slabs, beams, columns, waits, etc. shall be formed with a 3/4u chamfer, unless construction, and shall provide all measures necessaI �protect the puI construction workers, and i specifically notedotheirwies. the structure during -construction. Such measures shall Include, f qrm i9g,,sh,or1n scaffoldlng;atc�,, L -ad �4tl6rlde-based admixtures shall not be used. stems (not e n4on t p an v6I of 3 3 kuni'd cirk:16 mixtures de 1-4 The des;QndataginQ and / or specification 6ta1111 .0 e i pre water / vapor infiltratiom into the building envalope shall ba the responsibility of the Contractor. These systems inbut are not limited to: flashing, caulktnI adhesives, building wrap, vapor retarder or barrier membranes, miscellaneous waterproofing, etc. It is the responsibility of the Owner for ensuring that CONCRETE SLAB CONSTR UCTION: they are properly maintained. 4-1 No promelone for preventing Groundwater Infiltration or ..dampness of the slab are included. The 0 FOUNDATION: Contractor shall consult with the Owner to determine If the building use will be such that the slab met LL be dry, at all times. If so, it is recommended that a 2' sand topping over 10 mil v1squean (vapor retarder 2-1 The Contractor shall be responsible for the tocation,of all underground4-actlitles or other buried membrane) be placed between the slab and the aggregate bass. 'L ations and depths of -2 Where as vapor retarder membrane is required, it shall be installed without any holes or areas that are objects which may be encountered but which are nofsh6wn on 1 plat*�-�,,oc Z m 4 or any existing 1. utilities that may or may not be shown on � these plans:are;:� � 't ate and may not be uncovewed. All seams shall be overlapped and sealed continuously with tape so that the seams are complete. vapor Ulight. Where objects protrude through the vapor retarder, such as pipes, the vapor retarder 2-2 Foundations supporting "?9d shall extend at least -6 inches 40 1 oy a,: -ad ad -ad #,.th jacent finish Grade. shall be completely sealed around the object. All tears or punctures shall be completely repaired Individual concrete or masonry piers shall project in, least 8:inchite above exposed Ground unless before placement of sand and concrete. If even Greater assurance against potential moisture problems CL the columns or posts that they support are of approved w660iornat6ral resistance to decay or is desired, consideration should be Given to the use of a quality commercial-Qrade concrete sealant. 0 treated wood is used, 4-3 Crack control jointing is designed by the Contractor, unless shown on foundation plan. The maximum Z Z 2-3 Cuts and fillb are to conform with CBC Appendix 3312 And 3313 and / or the gootechnicait report. spacing of joints shall not exceed 201 In any direction. 2-4 These calculations assume d fbiv 0 stable, undisturbe_ s,,and. of-60,itoppod footings. A w4i�husual sail conditions such as organic so%, day pcckets,1aVM . :;ap o , r . t , ��ieid fills shall be 16666ight to the 4-4 Steel rebar or wire mesh in slabs shall be located In the center of the slab. co W W attention of the Engineer prior to construction. 4-5 aggregate base 4-5 Slabs o;n Grade shall be as noted per plan and placed over 48 minimum of free draining 2-5 All excavations shall be inspected and .approvedb, Official before concrete is poured. (gradecd such that 100% passes a one inch sieve and none passes a *4 sieve), over subQrade 'Q . j j the Building Footings shall extend tnito'firm, ,undisturbiid, n atIve iolt,181whes minimum, unless noted otherwise on compamted to a minimum of 95% relative compaction, unless noted otherwise. plans, dotage or QeotedhnIport fwhJci;;4o'I;oi0: Engineered fill may be used as existing Grade provided tests are presented to tha,EngIrww_ of a 90% relative compaction per ASTM 1557. Z 2-6 Fill materialshall be free. from debris, vegeta ion, and other foreign substances. 0 2-1 Use 4" diameter Perforatted pipe sub -drain with 1214 mina drain rock full -height behind all retaining walls. RELWORCMG STEEL: Slope pipe to drain to daylight. 0 cc 2-8 The botton of all footing excavations shall be clean did lovel. 5-1 Reinforcing steel shall conforms to the provisions of ASTM A-615, Grade 40 for 04 bare and smaller and U. 0 2-9 All finlabod1grade shall slope at a minimum slope of 2% away from all foundations a minimum of 6 feet ASTM A-615, Grade 60 for #5 lbare and larger. All robar to to be deformed. Welded wire fabric shall horizontal. conform to the provisions of ASTM A 185. 2-10 Foundattom shall not be scaled from plan or detail drawkigs. 5-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Hortzontat laps in adjacent bare 2-11 The Contractor shall bet responsible for determining the exact location of and the securing of all shall be staggered 51I - 0" minimum. anchor bolts, holdown amchors or straps, embadmeiiio- and column baseplatas prior Ao the 5-3 Rainforcometit cover shall be as follows: foundation inspection, the placement of concrete and/or the installation of structural framing Concrete cast against and permanently exposed to solls 30 clear members. Concrete with soil or weather exposures 05 bare and smaller:11/2" clear 06 bare and larger: 211 clear Concrete without soil or weather exposures 3/4" clear 5-4 All rebar bonds shall be made cold. 05 and larger robar shall not be re-bent. 5-5 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete placement. 5-6 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. 5-7 Each rainforctrQ bar shall be alred to a cross bar at a maximum spacing of 24" oc. or at every intersection. 5-8 A "standard hook" Is defined as either a 190" bend plus a 4 bar diameter extension, but not less than 21/2 at for stn -ups the rrups and ties shall Free and of the bar be as for a 9oll0'ows, bend plus a 12 bar diameter extension at the free end of the bar. Hooke / E 0 s 0" 10. 1 0 1 I 1. 05 bar and smaller, 90& bend plus & bar diameter extension at free end of bar, or 4r 2. #6, $1 and $9 bar, 90* bend plus 12 bar diameter extension at free and of bar, or 3. $8 bar and smaller, 85* bend plus 6 bar diameter extension at free end of bar. i;ll J, pa, /j I BUMMING DESIGN CRITERIA THE BUILDING AND ALL COMPONENTS SHALL BE DESIGNED IN ACCORDANCE WITH THE 2001 CBC FOR THE FOLLOWING MINIMUM CRITEQlAj ALLOWABLE SOIL BEARING= 1500 PSF (PER BUILD. DEPT.) Design: SPM Checked( JMR Date: 06-2005 Job Na Sheet: Sal Plotted. Thu, Jun 02 2005 R, V. LY 41 sa 1-8 The Contractor or Owner shall secure all required approvals and permits from the appropriate be cowled prior to mixing, and retarders or plasticizers may be added to provide workable concrete. agencies as required. If they elect not to obtain a permit, the" plans shall be considered mill and Forms, mainforcing steel and subgrade shall be fogged or sprinkled with coot water just before ,concrete void. to placed. 1-9 In the event certain features.of the construction are not fully shoI on the plans or called for in the 3-9 Where tthe frost depth requirement (as established by the building department) is Greater than 12 inches, notes or specifications,, their construction shall be of similar character to conditions, shown on the plans concrette shall be air entrained a minimum of 5% and maximum of 1%. and shall beravlowed b Ig the Engineer and Owner prior to construction. 3-10 Shrinkaige at 28 days shall not exceed 0.055% for dry curing. 1-10 The drawings and specifications represent the finished structure, and, unless specifically noted 3-11 Minimum i concrete tensile splittling strength shalt be 390 psi. otherwise do not show the method of construction.1ha,Contractor is responsible for the method of 3-12 Aff-pro-Liactim. corners of slabs, beams, columns, waits, etc. shall be formed with a 3/4u chamfer, unless construction, and shall provide all measures necessaI �protect the puI construction workers, and i specifically notedotheirwies. the structure during -construction. Such measures shall Include, f qrm i9g,,sh,or1n scaffoldlng;atc�,, L -ad �4tl6rlde-based admixtures shall not be used. stems (not e n4on t p an v6I of 3 3 kuni'd cirk:16 mixtures de 1-4 The des;QndataginQ and / or specification 6ta1111 .0 e i pre water / vapor infiltratiom into the building envalope shall ba the responsibility of the Contractor. These systems inbut are not limited to: flashing, caulktnI adhesives, building wrap, vapor retarder or barrier membranes, miscellaneous waterproofing, etc. It is the responsibility of the Owner for ensuring that CONCRETE SLAB CONSTR UCTION: they are properly maintained. 4-1 No promelone for preventing Groundwater Infiltration or ..dampness of the slab are included. The 0 FOUNDATION: Contractor shall consult with the Owner to determine If the building use will be such that the slab met LL be dry, at all times. If so, it is recommended that a 2' sand topping over 10 mil v1squean (vapor retarder 2-1 The Contractor shall be responsible for the tocation,of all underground4-actlitles or other buried membrane) be placed between the slab and the aggregate bass. 'L ations and depths of -2 Where as vapor retarder membrane is required, it shall be installed without any holes or areas that are objects which may be encountered but which are nofsh6wn on 1 plat*�-�,,oc Z m 4 or any existing 1. utilities that may or may not be shown on � these plans:are;:� � 't ate and may not be uncovewed. All seams shall be overlapped and sealed continuously with tape so that the seams are complete. vapor Ulight. Where objects protrude through the vapor retarder, such as pipes, the vapor retarder 2-2 Foundations supporting "?9d shall extend at least -6 inches 40 1 oy a,: -ad ad -ad #,.th jacent finish Grade. shall be completely sealed around the object. All tears or punctures shall be completely repaired Individual concrete or masonry piers shall project in, least 8:inchite above exposed Ground unless before placement of sand and concrete. If even Greater assurance against potential moisture problems CL the columns or posts that they support are of approved w660iornat6ral resistance to decay or is desired, consideration should be Given to the use of a quality commercial-Qrade concrete sealant. 0 treated wood is used, 4-3 Crack control jointing is designed by the Contractor, unless shown on foundation plan. The maximum Z Z 2-3 Cuts and fillb are to conform with CBC Appendix 3312 And 3313 and / or the gootechnicait report. spacing of joints shall not exceed 201 In any direction. 2-4 These calculations assume d fbiv 0 stable, undisturbe_ s,,and. of-60,itoppod footings. A w4i�husual sail conditions such as organic so%, day pcckets,1aVM . :;ap o , r . t , ��ieid fills shall be 16666ight to the 4-4 Steel rebar or wire mesh in slabs shall be located In the center of the slab. co W W attention of the Engineer prior to construction. 4-5 aggregate base 4-5 Slabs o;n Grade shall be as noted per plan and placed over 48 minimum of free draining 2-5 All excavations shall be inspected and .approvedb, Official before concrete is poured. (gradecd such that 100% passes a one inch sieve and none passes a *4 sieve), over subQrade 'Q . j j the Building Footings shall extend tnito'firm, ,undisturbiid, n atIve iolt,181whes minimum, unless noted otherwise on compamted to a minimum of 95% relative compaction, unless noted otherwise. plans, dotage or QeotedhnIport fwhJci;;4o'I;oi0: Engineered fill may be used as existing Grade provided tests are presented to tha,EngIrww_ of a 90% relative compaction per ASTM 1557. Z 2-6 Fill materialshall be free. from debris, vegeta ion, and other foreign substances. 0 2-1 Use 4" diameter Perforatted pipe sub -drain with 1214 mina drain rock full -height behind all retaining walls. RELWORCMG STEEL: Slope pipe to drain to daylight. 0 cc 2-8 The botton of all footing excavations shall be clean did lovel. 5-1 Reinforcing steel shall conforms to the provisions of ASTM A-615, Grade 40 for 04 bare and smaller and U. 0 2-9 All finlabod1grade shall slope at a minimum slope of 2% away from all foundations a minimum of 6 feet ASTM A-615, Grade 60 for #5 lbare and larger. All robar to to be deformed. Welded wire fabric shall horizontal. conform to the provisions of ASTM A 185. 2-10 Foundattom shall not be scaled from plan or detail drawkigs. 5-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Hortzontat laps in adjacent bare 2-11 The Contractor shall bet responsible for determining the exact location of and the securing of all shall be staggered 51I - 0" minimum. anchor bolts, holdown amchors or straps, embadmeiiio- and column baseplatas prior Ao the 5-3 Rainforcometit cover shall be as follows: foundation inspection, the placement of concrete and/or the installation of structural framing Concrete cast against and permanently exposed to solls 30 clear members. Concrete with soil or weather exposures 05 bare and smaller:11/2" clear 06 bare and larger: 211 clear Concrete without soil or weather exposures 3/4" clear 5-4 All rebar bonds shall be made cold. 05 and larger robar shall not be re-bent. 5-5 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete placement. 5-6 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. 5-7 Each rainforctrQ bar shall be alred to a cross bar at a maximum spacing of 24" oc. or at every intersection. 5-8 A "standard hook" Is defined as either a 190" bend plus a 4 bar diameter extension, but not less than 21/2 at for stn -ups the rrups and ties shall Free and of the bar be as for a 9oll0'ows, bend plus a 12 bar diameter extension at the free end of the bar. Hooke / E 0 s 0" 10. 1 0 1 I 1. 05 bar and smaller, 90& bend plus & bar diameter extension at free end of bar, or 4r 2. #6, $1 and $9 bar, 90* bend plus 12 bar diameter extension at free and of bar, or 3. $8 bar and smaller, 85* bend plus 6 bar diameter extension at free end of bar. i;ll J, pa, /j I BUMMING DESIGN CRITERIA THE BUILDING AND ALL COMPONENTS SHALL BE DESIGNED IN ACCORDANCE WITH THE 2001 CBC FOR THE FOLLOWING MINIMUM CRITEQlAj ALLOWABLE SOIL BEARING= 1500 PSF (PER BUILD. DEPT.) Design: SPM Checked( JMR Date: 06-2005 Job Na Sheet: Sal Plotted. Thu, Jun 02 2005 R, V.