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HomeMy WebLinkAbout078-040-005BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 6250 LINCOLN BLVD Owner: Permit No: B08-2234 APN: 078-040-005 GRISWOLD, STEPHEN Issued Date: 01/16/2009 By TMP Permit type: MISCELLANEOUS 6250 LINCOLN BLVD Subtype: Awning/Canopy/Carpt OROVILLE, CA 95966 Expiration Date: 01/16/2010 Description: CARPORT (18' X 241) (530) 538-8058 Occupancy: Zoning: Ml Contractor Applicant: Square Footage: GRISWOLD, STEPHEN Building Garage Remdl/Addn 6250 LINCOLN BLVD OROVILLE, CA 95966 Other Porch/Patio Total (530)538-8058 432 432 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Awning/Canopy/Carport $421.93 DBSMIP Residential $0.69 Total Charged: $501.52 Fees Paid: $501.52 Balance Due: $0.00 Receipt No: B9017 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and affect. applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the X01/16/2009 alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do.0 all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder ❑I have andwill maintain a certificate of consent to self -insure for workers' will have the burden of proving that it was not built or compensation, issued by the Director of Industrial Relations as provided for by Section improved for the purpose of sale.). 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. I, as owner of the property, am exclusively contracting with licensed Contractors to ❑construct I have and will maintain workers' compensation insurance, as required by Section 3700 the project (Section 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, and who of the Labor Code, for the performance of the work for which this permit is issued. My workers' contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). Cartier: Policy Number. Exp. Date: I am exempt from licensure under the Contractors' State License Law for the following EJ ❑ I certify that, in the performance of the work for which this permit is issued, I shall not reason:. X 01/16/2009 employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with Owner's Signature Date PERMIT APPLICANT DECLARATION X 01/16/2009 Signature Date By my signature below, I certify to each of the following: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS I am U a California licensed contractor or U the property owner` or U authorized to UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES act on the property owner's behalf"'. AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN I have read this construction permit application and the information I have provided is ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN correct. SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above -identified property for inspection i�ns�ppe-ctiioon purposes. California Licensed Contract r, Property Owner" or Authorized CONSTRUCTION_ LENDING AGENCY DECLARATION I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code). n c `°� _V 01/16/2009 Ccs Lender's Name and Address ' V Name of Permittee [SIGN] Print Date FILE COPY Lender's Name & Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # FI lK "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name r Swc` First Nam���`� Mailing Address (aa Address State C� ` Zip 5 Phone,53 Fax E-mail ARCHITE CONTRACTOR Name City /� Address Zip City ��� F D t: State Ca-, Zip Phone Fax E-mail Lic. # Class ARCHITE cCT/ENGINEER Name c�,�` ��.�d►� �'n �'���� h Address City /� Staaxt�e� Zip I Yes F D t: E-mail State License Number APPLICANT INFORMATION Name Q V Address City /� State(::.FL. Zip715 f 6 �1 I Yes Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION All Property Address Cn a S INCYz1v IS City WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address. DESCRIPTION OR SCOPE OF WORK. 3'>, Z Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances .and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress. has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http:Hmunicii)alcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-2234 Location: 6250 LINCOLN BLVD Parcel Number: 078-040-005 Owner Name: GRISWOLD, STEPHEN Description: CARPORT (18'X 24') Date: 11/03/2008 Phone: (530) 538-8058 Signature of Applicant: Date: 11/03/2008 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal 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. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° 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 thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES OR10) 2. (HAV VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS 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 CITY PHONE CONTRACTORS 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 Description: CARPORT (18'X 24') Reference Number: B08-2234 Applicant Name: GRISWOLD, STEPHEN Owner's Name: GRISWOLD, STEPHEN AP # : 078-040-005 Signature of Property Owner: Date: ,� Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention�Plan (SWPPP) Acknowledgment LESS THAN 1 ACRE Reference Number: B08-2234 Date: 11/03/2008 Location: 6250 LINCOLN BLVD By: KCG Parcel Number: 078-040-005 Sub Type: Awning/Canouv/Cart Owner Name: GRISWOLD, STEPHEN Phone: (530) 538-8058 Description: CARPORT (18'X 24') By signing below, I the project owner/owners' 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 buildouts 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 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: — Date: 11/03/2008 Title: FILE ECBUIC&M�j P.O. Box 3618 BUILDING STEEL b lWLETOG `ENGINEERING '4 ECBUIC&M�j P.O. Box 3618 BUILDING STEEL b lWLETOG `ENGINEERING TEL: 805 .550.4532 1 ENGINEERING I SAN LUIS OBISPO, CA 93403-3618 IN 114 FAX: 805.7�4.0260— STEEL BUILDING C^ `ENGINEERINGSTEEL P.O.Box 3618 p Z—�ll Mlifk] -T i IF TEL: 805.550.4532 SAN LUIS OBISPO, CA 93403-3618 ENGINEERING FAX: 805.782.0260 I Building Store Online.com I www.BuildingStoreOnline.com 1-800-301-6286 aF . 3? T3� 18' x 24' x T-6" Eave Height BUTTEMUNTY Steel Carport/Canop3PU1LDI DIVIS10 (5' o..c. Frame Spacing) APPROVED / � /�s/,0 PROJECT INFORMATION OWNER NAME: PROJECT ADDRESS: SHEETINDEX STEVE GRISWOLD 6250 LINCOLN BLVD. OROVILLE, CA 95966 1- COVER SHEET 2-3 GENERAL NOTES 4- ROOF FRAMING PLAN 5- FOUNDATION PLAN 6-7 FRAMING & ELEVATIONS 8- CONNECTION DETAILS 9- TRUSS ASSEMBLY DETAILS 10- MISC. INFORMATION DESIGN LOADS: DEAD LOAD: LIVE LOAD: WIND LOAD: SNOW LOAD: SEISMIC: BUTTE COUNTY NOV 0 ? 2008 DEVELOPMENT SEWICES NOTICE TO BUYER: NOTE: THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS STEEL BUILDING ENGINEERING INC. SUPPLIES TECHNICAL ARE FOR BUILDING PERMIT EVALUATION ONLY. THE DRAWINGS PREPARED FOR PERMIT PROCESSING BY THE CONTRACTOR OF RECORD IS RESPONSIBLE FOR ERECTING THE LOCAL BUILDING DEPARTMENT. YOUR DEALER IS STRUCTURE IN ACCORDANCE WITH THE MANUFACTURER'S INDEPENDENT AND NOT A CONTRACTOR OR AGENT OF RECOMMENDATIONS. STEEL BUILDING ENGINEERING INC. THIS DRAWING PACKAGE IS ONLY VALID FOR STEVE GRISWOLD IN OROVILLE, CA. Z . STEEL BUILDING ENGINEERING P.O.BO%3818 • SAN LUIS OBISPO. CA Wa03 SCALE: (808) 5108427 • FAX (803) 782-0280 BUILDING STORE ONLINE STEEL BUILDING COVER SHEET JOB NO.: STRUCTURE WEIGHT 20 PSF 85 MPH EXP. C 0 PSF SEISMIC DESIGN CATEGORY D V m COPYRIGHT 2008 STEEL BUILDING ENGINEERING INC. DSGN: JM 09/10/08 DWG. NO. DRWN: BA 09/10/08 CHCKD: RA 09/10/08 OF: 10 REV: 0 C �� (� oroy STATEMENTS THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE FOR BUILDING PERMIT EVALUATION ONLY. THE CONTRACTOR OF RECORD IS RESPONSIBLE FOR ERECTING THE STRUCTURE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND APPROVED, PERMITTED DRAWINGS. 2. STEEL BUILDING ENGINEERING INC. SUPPLIES TECHNICAL DRAWINGS PREPARED FOR PERMIT PROCESSING BY THE LOCAL BUILDING DEPARTMENT. YOUR DEALER IS INDEPENDENT AND NOT A CONTRACTOR OR AGENT OF STEEL BUILDING ENGINEERING INC. These drawings, notes and details are instruments of service and are the property of Steel Building Engineering Inc. All drawings, information, specifications, ideas, designs and arrangements represented within these documents shall remain the property of Steel Building Engineering Inc. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they have been prepared, developed and licensed, without the expressed written consent of Steel Building Engineering Inc. COPYRIGHT 2008. Steel Building Engineering Inc. These plans and specifications are instruments of service prepared for contract construction work and shall be used only under specific agreement and license with Steel Building Engineering Inc. Contractor shall verify all dimensions and existing conditions. Report any discrepancies to Steel Building Engineering Inc. prior to commencing work. Material contained in these documents may not be reproduced in whole or in part without the written consent of Steel Building Engineering Inc. These plans are the property of Steel Building Engineering Inc. and may only be used for the project as specified in the contract or licensing agreement. GENERAL NOTES 1.0 DESIGN CRITERIA: 1.1 DESIGN CODES & REFERENCES 2007 Edition of the California Building Code 2006 Edittion of the International Building Code Steel: Load and Resistance Factor Design, 13th Ed. (AISC) Concrete: Reinforced Concrete Desig Handbook (ACI 318) Ultimate Strength Design Handbook (ACI 318) 1.2 DESIGN LOADS Dead Load: Structure Weight Live Load: 20 psf Wind Load: 85 mph, Exp. C Seismic Load: Seismic Design Category D 1.3 DESIGN MATERIALS & STRESSES Steel Tubing Manufactured per ASTM -A500 Carbon Steel 16-22 Gauge - cold rolled steel 16-7 Gauge - hot rolled steel Hot Dipped Galvanized ASTM A-123 and ASTM A-153 Bolts Anchor Bolts: ASTM A-36 or better Machine Bolts: ASTM A-307 or better Reinforcing Steel ASTM A -615-76A Grade 40: #4 bars and smaller Fy = 40,000 psi Grade 60: #5 bars and larger Fy = 60,000 psi Concrete Normal Weight F'c = 2500 psi in 28 days Soil Foundations have been proportioned based on an allowable soil bearing value of 1500 psf (w/ 1/3 increased for seismic) in accordance with the 2006 IBC, and the 2007 CBC. QRpFc5S(r?/V A J' V F�X G� 69141 i y Ito -30 THIS DRAWING PACKAGE IS ONLY VALID FOR STEVE GRISWOLD IN OROVILLE, CA. �G MISTEEL BUILDING STORE ONLINE - ENGINEERING STEEL BUILDING GENERAL NOTES P.080%7818 • SAN LUIS OBISPO. C:A83aIXi (SC8) 848-%7/• F"(888) 78242 SCALE: AS SHOWN JOB NO.: 090' COPYRIGHT 2008 STEEL BUILDING ENGINEERING INC. DsGN: JM 09/10/08 DWG. NO. DRINN: BA 09/10/08 CHCKD: RA 09/10/08 OF: 10 REV: 0 2.0 GENERAL NOTES: 2.1 CONCRETE SPECIFICATIONS 1. All concrete shall be normal weight and attain a minimum compressive strength of 2500 psi in 28 days. All concrete edges, corners, and intersections shall be tooled or chamfered 1" whether or not shown on the drawings. 2. The maximum concrete slump shall be: Slabs ..... 3" ±1" All other work ..... 4" ±1" 3. The minimum cement content shall be 5'/i sacks per cu yard and shall be a standard brand type II, low alkali, per ASTM C-150. 4. Any water reducing agents added shall be used to reduce the water/cement ratio. 5. Aggregate shall conform to ASTM C-33. Maximum aggregate size shall be 1" U.O.N. Use 1/4" aggregate for slabs on grade. 6. Anchor bolts to be full diameter, cut thread made from ASTM A-36 steel by an American manufacturer and installed per "Lateral Requirements" on the following pages. 7. Curing: Freshly deposited concrete shall be protected from premature drying and excessively hot or cold temperatures, and shall be maintained with minimal moisture loss at a relatively constant temperature for the period of•time necessary for the hydration of the cement (typically 7 days). 8. Special Inspectionis NOT required for the fo"ottti`nngg" concrete Ge% sine 00Opp NOTES: 1. ALL FASTENERS ON EXTERIOR FACE OF FRAMING ARE TO BE FLAT HEAD SCREWS. 2. ALL EXPOSED ENDS OF TUBING MEMBERS SHALL BE CAPPED OFF AND SEALED . 3. ALL FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 4. SHEET METAL TO FRAMEWORK: USE #12x1" SELF DRILLING SCREWS SPACED AT 6" O.C. AT ALL BOUNDARY EDGES AND AT 12" O.C. IN PANEL FIELD AREA 5. AT 6" SWAGE CONNECTION USE TWO #12x1" SELF DRILLING TEK SCREWS AT 3" O.C. 6. FOR HAT CHANNEL TO RAFTER CONNECTION AND SHEET METAL TO POST CONNECTION USE TWELVE #12x1" SELF DRILLING TEK SCREWS. THIS DRAWING PACKAGE IS ONLY VALID FOR STEVE GRISWOLD IN OROVILLE, CA. 2.3 SOIL SPECIFICATIONS 1. Minimum required soil bearing (DL+LL) to be 1500 psf. 2. Expansive index = (assumed' /from report) *verification may be required by building official 3. It is recommended that on building sites exhibiting characteristics of instability, a soils investigation be performed (unless waived by the local building review agency). Any deviation from the design values shall be brought to the engineers' attention. 4. All required fill and backfill shall be compacted to at least 90% of maximum density unless otherwise noted on a soils report. 5. The maximum Soil Density is to be determined by using ASTM C-1557. 2.4 STEEL SPECIFICATIONS 1. All structural steel plates, bar, angles and channels shall conform to ASTM A36 Standards. 2. All steel tube products shall be manufactured per ASTM -A500 Grade A-1008 and 1010 Carbon Steel Grade B-1010 thru 1022 Carbon Steel/ 15 gauge and heavie Grade C-1015 thru 1022 Carbon Steel/ 15 gauge and heavier 3. Carbon Steel used shall conform to the following: 16 gauge - 22 gauge (cold rolled steel) 16 gauge - 7 gauge (hot rolled steel) 4. Wall thickness: Cold rolled tubing (see table 9 of ASTM A-513) Hot rolled tubing (see table 6 of ASTM A-513) 5. Bending Radius: (Minimum Workable) 2'/2 to 3 times the outside diameter (round) 3 7/z to 5 times the outside dimension (shapes) 6E;�OfFSSI y�� ' 69141 �? kZ&40 A P ';"17U !� Q COPYRIGHT 2008 STEEL BUILDING ENGINEERING INC. BUILDING STORE ONLINE DSGN: JM 09/10/08 DWG. N0. C . STEELBUII.DING STEEL BUILDING DRWN: BA 09/10/08 3 ENGINEERING GENERAL NOTES CHCKD: RA 09/10/08 OF: 10 P.O.SO%7818 • SAN LUIS OBISPO, CA 93403 INS) 548-84V- FAX (805) 782-02W SCALE: AS SHOWN I JOB No.: 0909-08 REV: 0 x I— c� Z N J M •— CL O J C.7 Z N W M J 0 W CL O J N 8 — Roof Purlins ® 36" O.C. Spanning 5 bays. ROOF FRAMING PLAN SCALE: 1/4" = 1'- 0" 39' OVERALL 1 1/4' 36' COVERAGE 12'� MIGHTI-RIB PBR PANEL PROFILE 26 CA. YETAL ROOM OR SIDING Ix= 0.0330, Sx = 0.0341 Fy = 80 ksL W M Q 0 Li Li W O m CD c1c ~ J J W � O X OI 00 04 MIGHTI-RIB PANEL FASTENER PATTERN QRpt F.SSl�y m as r me Sawa <A X110 A c � warwe OR soca 8 3/4' 8 3/4' 1.11r tor. a at PAZ m nun 3A 4' 3 1 4' °0101016 69141 ? ` wv swan 2%rRUMas s� roar M /(t rot saws a sus-�r on" (r as AT ALL SHEATHING ON HAT CHANNEL C C Z scu[ in j COPYRIGHT 2008 THIS DRAWING PACKAGE IS ONLY VALID FOR STEVE GRISWOLD IN OROVILLE, CA. STEEL BUILDING ENGINEERING INC. BUILDING STORE ONLINE DSGN: ,JM 09/10/08 DWG. NO. "'STEEL BUILDING] STEEL BUILDING DRWN: BA 09/10/08 4 ENGINEERING ROOF FRAMING PLAN CHCKD: RA 09/10/08 OF: 10 P.0:3OX 3618 • SM LUIS OBISPO. CA 93.3 (805)50.8127- FAX (805) 7824)260 SCALE: AS SHOWN I JOB NO.: 0909-08 REV: 0 Lu M Lu M M m ctQ� ct cr LL. LA- LL- LA- Li W W ca co W ca W W m m W W W W W Ir M M M M M X X X X X 04 N 04 04 04 ROOF DECKING 49-011 - 5t -O° �~ 50-0" �~ 59-0" �~ 51-0" 24'-0" OVERALL LENGTH ROOF FRAMING PLAN SCALE: 1/4" = 1'- 0" 39' OVERALL 1 1/4' 36' COVERAGE 12'� MIGHTI-RIB PBR PANEL PROFILE 26 CA. YETAL ROOM OR SIDING Ix= 0.0330, Sx = 0.0341 Fy = 80 ksL W M Q 0 Li Li W O m CD c1c ~ J J W � O X OI 00 04 MIGHTI-RIB PANEL FASTENER PATTERN QRpt F.SSl�y m as r me Sawa <A X110 A c � warwe OR soca 8 3/4' 8 3/4' 1.11r tor. a at PAZ m nun 3A 4' 3 1 4' °0101016 69141 ? ` wv swan 2%rRUMas s� roar M /(t rot saws a sus-�r on" (r as AT ALL SHEATHING ON HAT CHANNEL C C Z scu[ in j COPYRIGHT 2008 THIS DRAWING PACKAGE IS ONLY VALID FOR STEVE GRISWOLD IN OROVILLE, CA. STEEL BUILDING ENGINEERING INC. BUILDING STORE ONLINE DSGN: ,JM 09/10/08 DWG. NO. "'STEEL BUILDING] STEEL BUILDING DRWN: BA 09/10/08 4 ENGINEERING ROOF FRAMING PLAN CHCKD: RA 09/10/08 OF: 10 P.0:3OX 3618 • SM LUIS OBISPO. CA 93.3 (805)50.8127- FAX (805) 7824)260 SCALE: AS SHOWN I JOB NO.: 0909-08 REV: 0 A 7" 3'-11n 5' -On 5'-0" 5'-On� 3'-11"-17n v v v v v v a d, a d'a a a a' d'" a a a ° •• c a d ' a a a .Q a• ' a e d e a- •' a.a- 45 a a. d• a a a Q d A e. ° 4" Concrete Slab w/ #3 bars 4-. E • d ® 24" o.c. each way a da a e . a d a A aQ ° d o Q as a 4' :4A< dea daa o .° d a a a da a n a a a d e ..d A. A "a d. a 4. :A 0 .. 7" —IT -3'-11" -_ 5'-0n LEGEND i O ITW/RAMSET WEDGE ANCHOR 2 x 3 COLUMN ■ 2 x 2 COLUMN CAM arAaw rkxhw B=Kd U I U U 5'-0" 5'-0" 1 3'-11 "- 24'-0" III AJ ANCHOR LAYOUT 4 Scale: 3/16" = 1'- 0 " �uDj�Ty NG''vj F,6 See Plan APPRC� Concrete Slab FOUNDATION SECTION A—A Comer Post 2'x3' Side Wall ease Rag TYPICAL ANCHOR 0 CORNER inSCAM MS.t ITW/RAMSET WEDGE ANCHOR %1 SCALE: N.T.S THIS DRAWING PACKAGE IS ONLY VALID FOR STEVE GRISWOLD IN OROVILLE, CA. F .or- A Base Raga'5 e '7r 0 r I f1r Aft I— r —{ TYPICAL ANCHOR @ POST r:;1 SCALE N.TS. J Q COPYRIGHT 2008 STEEL BUILDING ENGLNEERLNG INC. STEEL BUILDING] BUILDING STORE ONLINE DSGN: JM 09/10/08 DWG. N0. :ENGINEERING STEEL BUILDING DRWN: BA 09/10/08 FOUNDATION PLAN CHCKD: RA 09/10/08 OF: 10 P.O.BJX 3618 • SAN LUIS OBISPO. CA B 03 (808) 5468427• PAX(806)]82-0260 SCALE: AS SHOWN JO No.: 0909-08 REV: 0 FRONT WALL FRAME ASSEMBLY SCALE: 3/16'= V- 0' 12 13 } WALL DECKING 5 3 ) o x ; 8 8 6 W S 1 W 8 OPEN MIrO 181-0" 17TiU1 11� q Zwl%���{ BACK WALL FRAME ASSEMBLY�f}Q SCALE: 3/16'=1'-0' �� N YI®,��I(t•�� APPYon4.�1 Y TYPICAL FRAME ASSEMBLY SCALE: 3/16' = l'- 0' THIS DRAWING PACKAGE IS ONLY VALID FOR STEVE GRISWOLD IN OROVILLE, CA. �0 V Q COPYRIGHT 2008 STEEL BUILDING ENGINEERING INC. BUILDING STORE ONLINE DSGN: JM 09/10/08 M. No. `s M.TSTEEL WELDING] STEEL BUILDING DRWN: BA 09/10/08 ENGINEERING FRAMING & ELEVATIONS CHCKD: RA 09/10/08 OF: 10 FO.BOX 3618 - SAN LUIS OBISPO. CA ISIS) 5168427-- FAX (M)]62-0260 SCALE: AS SHOWN ,los No.: 0909-08 REV: 0 ROOF DECKING � z 0 � I � M W_ W WALL DECKING IW '01 t 8 1� 4'-0" 5'-0" �� 5'-0" 5'-0" �� 5'-0" 24'-0" OVERALL LENGTH RIGHT SIDE WALL FRAMING %� (� SCALE: 1/4" = l'- 0" sulto1 r�i ® ROOF DECKING �t�P,fn� x " � o x M W� W W WALL DECKING I W � c co I Q j� C) 5'-0" �� 5'-0" 5'-0" �--- 59-0" �� 4'-0" 24'-0" OVERALL LENGTH QRr.a � LEFT SIDE WALL FRAMING �`����F�0 AD,gn���, SCALE: 1/4"= l'- 0" 691 1 -71 Lu P lD I� 1 '_.Farc r COPYRIGHT 2008 THIS DRAWING PACKAGE IS ONLY VALID FOR STEVE GRISWOLD IN OROVILLE, CA. "C'C STEEL BUILDING ENGINEERING INC. t oll BUILDING STORE ONLINE DSGN: JM 09/10/08 DWG. No. �. STEELBUII.DING STEEL BUILDING DRWN: BA 09/10/08 ENGINEERING FRAMING & ELEVATIONS CHCKD: RA 09/10/08 OF: 10 P.O.BOX 3618 • SAN LUIS OBISPO. OA 8N63 1805, 646.842/• FAX (805) 782-om SCALE: AS SHOWN I JOB NO.: 0909-08 REV: 0 CORE PIN MADE FROM VERTICAL 1-3/4"X 2-3/4" POST 14 GA. STEEL TUBING CORE 112-14 TEK SCREW e � 314" M ° N CORE PIN WELDED TOVBASEPLATEMADE FROM 13"THE 2"X3"'BASEPLATE4 GA. urrl mmun X 3" GALVANIZED FEEL MEMBER 3/4"X 2-3/4"14 GA. :EL CORE INSERT COLUMN TO BASERAIL DETAIL COLUMN TO CORNER DETAIL SCALE: I" = 1 -0" SCALE: 14) i 6"x1 3/4"x18 GA. B-15 BRACKET WITH MIN. (2) #12 x 1" TEK SCREWS TO EACH MEMBER. ONE BRACKET 2"x3" VERTICAL ON EACH SIDE OF CONNECTION. ° 2"x3" HEADER I i O p p. iVERTICAL TO BRACE DETAIL ' 3 SCALE: AS SHOWN I t B-57 BRACKET, 7"x5-3/4", 18 GA. WITH MIN. (3) 112 x 1 " TEK SCREWS TO EACH MEMBER. ONE BRACKET ON EACH SIDE OF CONNECTION. TRIM BRACKET TO SLOPE OF RAFTER. 4510 Lu 1&69 441 6"xi 3/4"x18 GA. B-15 BRACKET PEAK WITH MIN. (2) X12 x 1° TEK SCREWS TO EACH MEMBER. ONE BRACKET ON EACH SIDE OF CONNECTION. 1—o I 2°x21 ERTICAL TL ,,�� "f TRUSS TO PEAK DETAIL'' 4 SCALE: 1 = 1 -O B-57 0� o O C� � o 2"0" SIDE POST 2"x2" TRUSS BRACE i i 'I C BOTTOM CHORD CONNECTION DETAIL 5 SCALE: AS, SHOWN THIS DRAWING PACKAGE IS ONLY VALID FOR STEVE GRISWOLD IN OROVILLE, CA. r N M . STEEL BUILDING' ENGINEERING A P.O.BO% 3618 • SAN LUIS OBISPO. CA rW (605) 5468427 • FAX (805) 782.0 n ` 18.00" 2"0" RAFTER o'Oo 0 2°x2" CORNER BRACE 2"x3" VERTICAL UNIT 6 CORNER BRACE DETAIL SCALE: ,1 = 1'-0- Q COPYRIGHT 2008 STEEL BUILDING ENGINEERING INC. BUILDING STORE ONLINE DSGN: ,JM 09/10/08 DWG. NO. STEEL BUILDING DRWN: BA 09/10/08 CONNECTION DETAILS CHCKD: RA 09/10/08 OF: 10 SCALE: AS SHOWN JOB NO.: 0909-08REV: 0 C JOINT # OF SCREWS A 12 B 12 C 12 D 12 TRUSS ASSEMBLY SCALE: 1/4" = 1'- 0" JOINT MEMBER # OF SCREWS, EACH FACE A AC 6 AD 6 B BC 6 BD 6 C AC 6 BC 6 CD 6 F AD 6 BD 6 CD 6 a THIS DRAWING PACKAGE IS ONLY VALID FOR STEVE GRISWOLD IN OROVILLE, CA. NOTES: 1. All screws to be #12-14 x 1" self drilling Tek Screw. 2. Screws to be placed on both sides (each face) of truss. 3. All joint plates to be 18 ga. material. Q COPYRIGHT 2008 STEEL BUILDING ENGINEERING INC. BUILDING STORE ONLINE DSGN:.JM09/10/08 DW�.NO. . STEEL NG STEEL BUILDING DRWN: BA 09/10/08 - ENGINEERING TED TRUSS ASSEMBLY DETAILS CHCKD: RA 09/10/08 OF: 10 P.O.BW5 516SFNWMIS IBM) 82 -OM 3 SCALE: AS SHOWN I JOB NO.: 0909-08 REV: 0 /10 - 16 TEK SCREW USED FOR STITCH JOIMNG METAL DEMING #12 -14 TEK SCREW USED FOR JWW MEUL DEC)= TO FRAME SUB -M 2"x2" SQUARE TUBING 2"x3" RECT. TUBING 114 - 20 TEK SCREW 14 Ga., Ix = 0.3482, Sx = 0.3482 14 Ga., Ix = 0.910 1, Sx = 0.6067 USED FOR METAL FRAME d TRUSS ASSEMBLY Fy = 50 ksi. Fy = 50 ksi. XN,��,'lU SCHEDULE METAL DECKING 26 Ga. GRANDBEAM S Fy = 80 ksi. 2"x2" SQUARE TUBING 14 Ga. Fy = 50 ksi. 2"x3" RECT. TUBING 14 Ga. Fy = 50 ksi. V GAGE NO. 10 11 12 14 15 16 18 20 22 24 26 29 30 DESIGN THICKNESS, INCHES 0.1345 0.1196 0.1046 0.0747 0.0673 0.0598 0.0476 1 0.0359 0.0299 1 0.0239 0.0179 I 0.0135 0.0120 THIS DRAWING PACKAGE IS ONLY VALID FOR STEVE GRISWOLD IN OROVILLE, CA. Q COPYRIGHT 2008 STEEL BUILDING ENGINEERLNG INC. BUILDING STORE ONLINE DSGN: JM 09/10/08 DWG. NO. ''STEEL BUILDING] STEEL BUILDING DRWN: BA. 09/10/08 0 !� ENGINEERING A MISC. INFORMATION CHCKD: RA 09/10/08 OF: 10 P.O.BOX 3618 • SANLUIS OBISPO. CA 93x03 (805) 5468427• FM (SM) 78242MW SCALE: AS SHOWN JOB NO.: 0909-08 REV: 0 Structural Calculations for a 18'x 24'x 7.5' eave height Carport/Canopy Prepared for Building Store Online City of Oroville, California Job Number: 0909-08 October 8, 2008 Owner Name Steve Griswoid J'STEELBUILDTNG.. ENGINEERING" lle5 T 6914 W P L/ 9r• 6A�`:� � k l �IC�O� i Engineers Seal �; ��TEEL � Building Type: Carporkanopy Prepared By: J. Meadows PAGE BUILDING: ENGINEERING 2 of 18 Job Number: 0909-08 Checked By: R. Adames TABLE OF CONTENTS 1.0 Design Criteria 1.1 Design Codes and References 3 1.2 Design Loads } 3 1.3 Design Materials and Stresses r 3 .- 2.0 General Notes 2.1 Concrete Specifications 4 2.2 Soil Specifications 4 2.3 Steel Specifications 5 2.4 Steel Specifications 5 y 3.0 Design Parameters 6 4.0 Structural System 7 5.0 Structure Loads 5.1 Vertical Loads 7 5.2 Lateral Loads 8 5.3 Load Combinations 10 y 6.0 Structural Analysis 6.1 Roof & Wall Sheathing Design 10 6.2 Check Anchor Bolts at Base Rail 10 6.3 Check King Post Truss 11 6.5 Check Column 12 6.9 Anchorage to Resist Maximum Uplift 13 FALSE 14 6.9 Anchorage to Resist Maximum Uplift 13 6.10 Soil Bearing Check 13 6.11 Metal Sheathing Acting as Vertical Diaphragm 14 6.12 Tek Screw Capacties 14 14 l 7.0 Structure Sketches Figure 7.1- Structure Plan 17 i Figure 7.2- Typical Frame 17 Figure 7.3- Side Framing 18 i i r i r M i 1.0 DESIGN CRITERIA: 1.1 DESIGN CODES & REFERENCES • 2007 Edition of the California Building Code. ` • 2006 Edition of the International Building Code ASCE Standard 7-05 Steel Load and Ressistance Factor Design Steel Manual, Thirteenth Ed. (AISC) Specifification of Cold -Formed Steel, 2001 Ed. (AISI) Concrete Reinforced Concrete Design Handbook (ACI) Ultimate Strength Design Handbook (ACI) 1.2 DESIGN LOADS Dead Load: Structure Weight Live Load: 20 psf Wind Load: 85 mph, Exp. C Snow Load: 0 psf Seismic Load: Seismic Design Category D 1.3 DESIGN MATERMLS & STRESSES Steel Tubing Manufactured per ASTM -A500 Carbon Steel 16-22 Gauge — cold rolled steel 16-7 Gauge — hot rolled steel Hot Dipped Galvanized ASTM A-123 and ASTM A-153 Bolts Anchor Bolts: ASTM A-36 or better Machine Bolts: ASTM A-307 or better Reinforcing Steel Concrete Soil ASTM A -615-76A Grade 40: #4 bars and smaller Fy = 40,000 psi Grade 60: #5 bars and larger Fy = 60,000 psi Normal Weight Pc =2500 psi in 28 days Foundations have been proportioned based on an allowable soil bearing value of 1500psf (w/ 1/3 increased for seismic) in accordance with the 2006 IBC, and the 2007 CBC. ��, STEEL. BUILDING `! �, :ENGINEERING 2.0 GENERAL NOTES: 2.1 CONCRETE SPECIFICATIONS 1. All concrete shall be normal weight and attain a minimum compressive strength of 2500 psi in 28 days. All concrete edges, corners, and intersections shall be tooled or chamfered 3/4" whether or not shown on the drawings. 2. The maximum concrete slump shall be: Slabs....................3" tl" All other work......... 4" tl" 3. The minimum cement content shall be 5 '/2 sacks per cu yard and shall be a standard brand type Il, low alkali, per ASTM C-150. 4. Any water reducing agents added shall be used to reduce the water/cement ratio. 5. Aggregate shall conform to ASTM C-33. Maximum aggregate size shall be 1" U.O.N. Use 3/4" aggregate for slabs on grade. 6. Anchor bolts to be full diameter, cut thread made from ASTM A-36 steel by an American manufacturer and installed per "Lateral Requirements" on the following pages. 7. Curing: Freshly deposited concrete shall be protected from premature drying and hot or cold temperatures, and shall be maintained with minimal moisture loss at a relatively constant temperature for the period of time necessary for the hydration of the cement (typically 7 days) 8. Special Inspection is NOT required for the footing concrete. 2.2 CONCRETE REINFORCING SPECIFICATIONS 1. All reinforcing steel shall be continuous. Splices in reinforcement shall NOT be made at or near points of maximum stress. Splices shall be lapped not less than 30 bar diameters and in no case less than 24". Reinforcing bars shall have minimum bend radius of 6 times the bar diameter. Bars shall not be heated to facilitate bending. Once bent, steel shall not be straightened. 2. Reinforcing bars to be deformed bars conforming to ASTM A -615-76A: #3 & #4..................Grade 40 #5 & larger...............Grade 60 3. All reinforcing steel, shall be accurately positioned and adequately tied, using proper chairs and bolsters. Nails in wall or stem wall forms will not be acceptable. Supports and chairs placed against exposed surfaces shall be galvanized or provided with plastic feet. 4. Concrete cover over reinforcing is required as follows: 3"............where concrete is exposed to and cast against earth. 2" ............ where concrete is exposed to earth but cast against formwork. 1 '/2 ........... where not exposed to earth or weather. Building Type: Carport/Canopy Prepared By: J. Meadows PAGE STEEL BUILDING ENG`INEEmRING' Job Number: 0909-08 Checked By: R. Adames' 5 of 18 2.3 SOIL SPECIFICATIONS i 1. Minimum required soil bearing (DL+LL) to be 1500 psf. 2. Expansive index = (assumed* / from report) *verification may be required by building official 3. It is recommended that on building sites exhibiting characteristics of instability, a soils investigation be performed (unless waived by the local building review agency). Any deviation from the design values shall be brought to the engineers' attention. 4. All required fill and backfill shall be compacted to at least 90% of maximum density t unless otherwise noted on a soils report. 2.4 STEEL SPECIFICATIONS 1. All structural steel plates, bar, angles and channels shall conform to. ASTM A36 Standards. 4 2. All steel tube products shall be manufactured per ASTM -A500 Grade A-1008 and 1010 Carbon Steel Grade B-1010 thru 1022 Carbon Steel/ 15 gauge and heavier Grade C-1015 thru 1022 Carbon Steel/ 15 gauge and heavier 3. Carbon Steel used shall conform to the following: 16 gauge— 22 gauge (cold rolled steel) J 16 gauge — 7 gauge (hot rolled steel) 4. Wall thickness: Cold rolled tubing (see table 9 of ASTM A-513) Hot rolled tubing (see table 6 of ASTM A-513) 5. Bending Radius: (Minimum Workable) 2'/z to 3 times the outside diameter (round) E 3 '/2 to 5 times the outside dimension (shapes) a i u i e ti iM 4 v , "Building -Type: Carport/Canopy Prepared By: J. Meadows PAGE f :STEEUIBUILDM i' "ENGINEERING 6 of 18 ..�?.._. �._. Job Number: Checked By: R. Adames 3.0 DESIGN, PARAMETERS: i Building Dimensions Width, ft Roof Rise 3 Length` ft Roof Run ] 2 Eave Height ft Roof Height 9.75 ft Frame Spacing 4k� ft Theta 14.04 degrees Post Number of Post in Longitudinal Direction 6 Number of Post in Transverse Direction 5 f Occupancy Categoryxl Asgr.IcultulalFacllitesMu o �StorageFacilttes''tzz� Enclosure "'` •c, ��� "4 ,�Gpen' `f c i?,/y!�'z•�*'�"`*` i t J� O`hlll f .Closest Distance to Seismic Source C Yap' Hill, Ridge or Escarpment`` $yNoR �µ Xxr Elbow Connection � Elbow ConnectionNo Brace Horizontal Length n�'a �'" :' in I Brace Vertical Lenin Soil Type: -:ft ,Uet�SW� Soil Site Class:D` r Assure Foundation Type: S1aU on'Grade F rAnchor Type: >5/8",Red>lead-W�ed'be. j Slab Thickness in Pier Diameter: " ,l1la'in Concrete Density , s u , la 14 lbs/ft/1' Peir Depth; in . Roof Sheathing Seismic Parameters Roof Sheathing e 26Ga' f ; g g � Roof Sheathing Direction: uertlC Roof Purlin Spacing: "ANO 4 ft ,0.c. Gable End Header: o Owner name: Steve Griswold Period Centroid Si °Oroville, California WQII Sheathing (sec) (g) Date and Time: 10/8/2008 02:54:03 PM Wall Sheathing Gage: ' 0.2 0.520 (Ss) 26, Ga't • Wall Sheathing Direction: + Truss Type: Conterminous 48 States zoos Ascs 7 standard .(SI) Period. Maximum Sa Zip Code = 95966 (see) (g) Spectral Response Accelerations Ss and S1 0.2 : 0.613 (Ss) Ss and1 = Mapped Spectral Acceleration Values Eave End Header, "ANO .S Data are based`on a 0.01 deg grid spacing . Gable End Header: o _ Period Centroid Si (sec) (g) 0.2 0.520 (Ss) • 1.0 0.207 + Truss Type: �Iing�l?OSt%' .(SI) Period. Maximum Sa (see) (g) 0.2 : 0.613 (Ss) p 1.0 0.214 (Sl) Period Minimum Sa ' _ (sec) (g) 0.2 0.487, (Ss) 1.0 0.202 (S1) Building Type: Carport/Canopy Prepared By: J. Meadows PAGE •.� STEEI: BUILDING EN�GINEERIN�Gr Job Number: 0909-08 Checked By; R. Adames 7 of 18 4.0 STRUCTURAL SYSTEM a 4.1 ROOF SYSTEM Steel decking over steel tube rafters. 4.2 WALL SYSTEM Longitudinal -IM HTransverse- ght Framed Walltvl;S}"earl?anels 4.3 FLOOR SYSTEM 4" Slab on Grade 4.4 FOUNDATION SYSTEM Slab on Grade with 5/8" Red Head Wedge' 5.6 STRUCTURE LOADS 5.1 VERTICAL LOADS 5.1.1 RoofLoads fi . Dead Loads (Estimated) Live Load 20 psf t= {� Decking: psf Snow Load e ' 0'" ": psf Framin g 5� {. psf Misc psf Total 5.0 psf �f i 5.1.2 Wall Loads I Dead Load (Estimated) Live Load �psf Steel Siding over Tubing: `psf Total 5 psf 5.1.3 Floor Loads ' Dead Loads (Estimated) Live Load� psf Concrete Slab: 1�44.�psf Not applicable for floor type. Total 144 psf i r ry i ii 5.2 LATERAL LOADS 5.2.1 Period of the Building T,, = C, h„X Ct= 0.02 X= 0.75 Ta 0.11 < 1.0 Flexible Building 5.2.1 Seismic Loads Ss=0 13 from USGS'Program. see 3.0 Design Parameters SI= 0 ?l4 = Latitude: ,39° 30'N Longitude: 121° -)4'W Fa 1.310 City of Oroville, California F,= 1.972 SMS 0.613 g x 1.3096 = 0.8028 g SMl 0.214 g x 1.972 = 0.423 g SDs= 0 x 0.8028 = 0.5352 g SDI= 0 x 0.423 = 0.282 g Seismic Design Category Based on SS: D Seismic Design Category Based on SI: D I= 1.00 R= 2.00 CS=SDs/(R/1) Cs= 0.535 / (2 /.1) = 0.2676 V=CS W Total Base Design Shear V= 0.2676 W Ih 5.2.2 Wind Loads V= 8 - <_.. mph P I= 0.87 ` Surface Roughness Category:C Exposure Category: C" KZ 0.85 Kzt= 1.0 Ka 0.85 Gf;-- 3 sec GUST FACTOR µ qZ=qh= 0.00256 x0.85 x 1 x 3 x 85^2 x 0.87= Windward Walls, Gcpi= 0 Cp 0.8 pf;== gGtCp - giGCpi pf;- 11.63 x3 x0.8 -11.63 x0 = t Leeward Walls: Gcpi- 0 Cp -0.5 u Pf= gGtCp - q;GCpi pf� 11.63 x3 x-0.5 -11.63 x0 = 11.63) psf ASCE 7-05 12.8.2.1 ASCE 7-05 Table 12.8-2 ASCE 7-05 Table 12.8-2 ASCE 7-05 Figure 22-3 ASCE 7-05 Figure 22-4. ASCE 7-05 Table 11.4-1 ASCE 7-05 Table 11.4-2 ASCE 7-05 Eq. 11.4-1 ASCE 7-05 Eq. 11.4-2 ASCE 7-05 Eq. 11.4-3 ASCE 7-05 Eq. 11.4-4 ASCE 7-05 Table 11.6-1 ASCE 7-05 Table 11.6-2 ASCE 7-05 Table 1.1.5-1 ASCE 7-05 Table 12.2-1 ASCE 7-05 Eq. 12.8-2 ASCE 7-05 Eq. 12.8-1 ASCE 7-05 Figure 6-1 ASCE 7-05 Table 6-1 ASCE 7-05 6.5.6.2 ASCE 7-05 6.5.6.3 ASCE 7-05 Table 6-3 ASCE 7-05 6.5.7.2 ASCE 7-05 Table 6-4 ASCE 7-05 Eq. 6-15 ASCE 7-05 Figure 6-5 ASCE 7-05 Figure 6-6 ASCE 7-05 Eq. 6-19 27.9 psf ASCE 7-05 Figure 6-5 ASCE 7-05 Figure 6-6 ASCE 7-05 Eq. 6-19 -17.4 psf 1 Building Type: Carport/Canopy Job Number: 0909-08 Windward Roof: Gcpi= 0 Cp -0.63 pf= gGtCp - giGCpi pf;-- 11.63 x3 x-0.63 -11.63 x0= Leeward Roof: Gcpi= 0 Cp -0.43 pt= gGtCp - q.GCpi pf;-- 11.63 x3 x-0.43 -11.63 x0= 4 -17.4 psf 4 f f Prepared By: J. Meadows PAGE Checked By: R. Adames 9 of 18 ASCE 7-05 Figure 6-5 ASCE 7-05 Figure 6-6 ASCE 7-05 Eq. 6-19 -22.1 psf ASCE 7-05 Figure 6-5 ASCE 7-05 Figure 6-6 ASCE 7-05 Eq. 6-19 -15.1 psf 27.9 psf 5.3.3 Governinz Load Case: Wind,a„= 27.9 x7.5 /2 +-22.1 x2.25 x0.243 +17.4 x7.5/2 + 15.1 x2.25 x0.243= 154.596 plf Windlo,, (27.9xl8x7.5+27.9x18/2 x2.25) /18 = 240.64 plf Seismic,„= 0.2676 x (5 x 18 +5 x7.5x 2 ) = 44.15 plf Seismicioog 0.2676 x (5 x24 +5 x7.5 x2 ) = 52.18 plf Transverse Longitudinal Wind 154.6 240.6 plf Seismic 44.15 52.18 plf Wind Governs Wind Governs Transverse 111I1IIiii 154.6 plf Longitudinal 11I" �T T.�TIIT 5.3 LOAD'COMBINATIONS Using Load and Resistance Factor Design (LRFD) for Streel Structures 1) 1.21) +1.6L +.5S="l.2 x 5 + 1.6 x 20 + 0.5 x 0 = 38 psf 2) 1.213+1.6S+.8W="1.2x5+1.6x0+0.8x13.37= 17 psf 3) 1.21)+1.6W+.5S+.5L="1.2x5+1.6x13.37 +0.5x0+0.5x20= 37 psf 4) 1.21)+1.0E+.5L+.2S="1.2x5+1.0x2.9+0.5x20+0.2x0= 19 psf 5) 0.913 +l .6W="0.9 x 5 + 1.6 x 13.37 = 26 psf D + L + S Governs 38 psf Note: Floor DL and LL is excluded due to Slab on Grade 6.0 STRUCTURAL ANALYSIS i 6.1 ROOF SHEATHING AND SHEAR WALL DESIGN Roof Sheathing Fabs al Mihti Rill Wall Sheathing Fabral Mi_g�iti. R�b Allowable Loads: Roof: 44 psf gravity loading 54 psf wind loading Sheathing: Adequate Wall: 44 psf gravity loading 54 psf wind loading Sheathing: Adequate Use Fabral Mighti-Rib for the roof sheathing and Fabral Mighti-Rib for the wall sheathing Fasten to sub-girts per manufacturers instructions using #12-14 sheet metal screws R rated at 417.6 # shear or bearing and 131.5 # tension. Unit Shear in Transverse Direction: v = 154.6 plf x24/2 ft /5 Posts = 371.0 #/post E Unit Shear in Longitudinal Direction: v= 240.6 plf x18/2 ft /6 Posts= 360.9 #/post 6.2 CHECK ANCHOR BOLTS AT BASE OF POSTS Total shear load transferred to base from roof diaphram along tranverse axis: R= 371 lbs; Total shear load transferred to base from roof diaphram along longitudinal axis: R = 361 lbs; 4 For one 5/8 in dia. ITW/RAMSET RedHead Wedge Anchor embeded a min 4:' into 2000 psi concrete with 1 1/2 in edge distance, allowable shear is 2236.9 lbs. Allowable tension is 2547.1 lbs without special inspection. See appendix to Redhead Catolog. Thus 371/2236.9 =0.2 Therefore use 1 5/8" Red Head Wedge anchors at each column for shear transfer (, Building Type: Carport/Canopy Prepared By: J. Meadows PAGE STEEL BUILDING ENGINEERINbG Job Number: 0909-08 Checked, By: R. Adames 11 of 18 Member Member Size Ag Ae KL/r Fcr ksi (DPn k Pu # AC, MEN 6.3 CHECK TRUSS 0.725 134.77 KING POST TRUSS ANALYSIS 9.0' 3525 Adequate CD��i?14 C 1710 lbs 32.69 70.600 36.6 0 Adequate 12 2.25 ft A 855 n/a n/a 41.4 3420 Adequate B 855 9 ft D 9 ft lbs lbs P = (9ft)(5ft)( 38psf)= 1710 lbs Sum of the moments_ ( )(I/2L) - By(L) = 0 By = (P)(1/2L) / L By = 855 lbs . Sum of the forces in the Y :Ay -P+By=0 Ay= 855 lbs Analyze Joint A Find Horizontal Component at Joint A - Given 3:12 roof slope, Angle theta at Joint A is 0.2450 radians i, # of Screws Member CD: 0 lbs Compression 0 Member AC: 3525 lbs Compression 10 Member AD: 3420 lbs Tension 10 Member Member Size Ag Ae KL/r Fcr ksi (DPn k Pu # AC, MEN 0.725. 0.725 134.77 13.820 9.0' 3525 Adequate CD��i?14 Ga 0.575 0.575 32.69 70.600 36.6 0 Adequate AD 0.575 0.575 n/a n/a 41.4 3420 Adequate IVlembersYAd'e nate; TJse3tru'ss>members 6.5 CHECK COLUMN Try: f;,, $ Z� 46Ga _ti Section Pro erties _ Bending: 0.619 M, 0.58 k ft A . Check Compact Section Criteria: inZ �= 38.16 Table 134.1 = 46.08 Steel Manual Section is compact . in M„ : 4.937 k ft Eq. F7-1 OMn= 4.443 k ft Steel Manual Section is Adequate for Bending in 3. Sx 0.619 in A . 0.725 inZ Ix 0.928 in ry 0.826 in rx 1.131 in Zx 0.741 in 3. Fy 80 ksi h/t 38.16 a/h 0.649 Pel= 32.783 k h 2.851 in t 0.075 in 82 #/fL 720 # 7.5 ft T Length= 7.5 ft W-- 82 #/ft Shear: P= 720 # Vu= 0.31 k Load Case 3 'kv= 16.86 G2-1 b (ii) Steel Manual Cv= 1.0 G2-1 B Steel Manual Vn= 0.6 x 80 x 1 x 0.0747 x 2.8506 x 2 = 20.44 k Eq. G2-1 Steel Manual (DVn= 18.40 k Section is Adequate for Shear Axial: Pu= 0.72 k klh= 79.5 limit= 89.7 E3 -a Steel Manual Fe= 45.24 ksi Eq. E3-4 Steel Manual Fcr= 38.16 ksi Eq 3-2 Steel Manual Pn= Fcr x A Eq. E3-1 Steel Manual (DPn= 24.89 k Section is Adequate for Axial Combined: Pu/(DPn= 0.03 Pel= 32.783 k Eq. C2-5 Steel Manual B1= 1.02 Eq. C2-2 Steel Manual Mu= 0.59 k ft Eq. C2 -la Steel Manual Use: Pu/2(DPn + Mu/(DMn <1.0 Eq..HI-Ib Steel Manual 0.147 < 1.0 Section is Adequate for combined loading Deflection:_ Based on:€111, Aa = L/240 =90/240 = 0.375 in IBC Table 1604.3 A = 5wL^4/(384EI) _ [5 x51.25 x7.5^4 x 12^3] /[384 x 29000000 x1.352] A = 0.09 in U240 for unfinished interior Section is Adequate for Deflection USE: 2x31P4;Ga w a, `STEEL BUILDING, ENGINEERING 6.9 ANCHORAGE TO RESIST MAXIMUM UPLIFT Overturning Force on Structure due to inward wind pressure (per frame basis) 27.9 psf x 5 ft spacing x 7.5 ft eave return = 1046.3 lbs per frame Overturning Moment (M1 ot) = 1046.25 lbs x 7.5 ft = 7846.9 lbs -ft Force Couple at base of structure resisting Overturning Moment (M 1 ot) Tl = Cl = Mot/ Span = 7846.875 lbs -ft / 18ft = 435.9 lbs (uplift) Overturning Force on Structure due to outward wind pressure (per frame basis) 17.4 psf x 5 ft spacing x 7.5 ft = 652.5 lbs per frame Overturning Moment (M2 ot) 652.5 lbs x 7.5ft = 4894 lbs -ft Force Couple at base of structure resisting Overturning Moment (M2 ot) T1 = C1 = Mot/ Span = 4893.75 lbs -ft / 18ft = 271.875 lbs (uplift) Uplift Force on Structure due to upward wind pressure (per frame basis) 22.1 psf x 5 ft spacing x 9 ft = 994.5 lbs per frame Overturning Moment (M2 ot) 994.5 lbs x 13.5ft = 13426 lbs -ft Force Couple at base of structure resisting Overturning Moment (M2 ot) Tl = Cl = Mot/ Span = 13425.75 lbs -ft / 18ft = 745.875 lbs (uplift) Dead Load of structure resisting uplift: (5 psf)( 5ft)(18 ft)/2 + (5 psf)(5 ft)(7.5 ft)= 412.5 lbs per column Net Uplift at base of frame: 412.5 lbs - 435.9 lbs - 271.88 lbs - 745.88 lbs = -1041.2 lbs Anchor Type: � 5/8" Red Head Wedge For one 5/8 in dia. ITW/RAMSET RedHead Wedge Anchor embeded a min 4" into 2000 psi concrete with 1 1/2 in edge distance, allowable shear is 2236.9 lbs. Allowable tension is 2547.1 lbs without special inspection. See appendix to Redhead Catolog. Thus 1041.19/2547.1 =0.41 Therefore use 1 5/8" Red Head Wedge anchors at each column Because Uplift governs use l 5/8" Red Head Wedge at each column 6.10 SOIL BEARING CHECK P= 25psf *5 ft*9ft = 1125 # Req'd Footing Size: = (1125/ 1500 )^.5 0.87 ft Footing Size: Use a 4" Slab on Grade with effective area of 12" x 12" Shear Calc: v. = 2 * f'-. effective area = 2 * 2500psi * 144in2 =12,000# 12,000# > 1125# .'. Slab only foundation system is adequate. ��� S'I'EEL BUILDING; '' ENGINEERING; xfr`,1 Fi' F]`.�+pC,,rrrA M D �rti 611 METAL SHEATHING ACTING AS VERTICAL DL4PHRAGM Load acting on Panels at Longitudinal Walls: Shear acting on Panels at Side Walls: 2165.4 # 2165.4/131.5# per screw = 16.5 screws required to resist load 16.5 / 6 Posts = 8 screws per post 7.5 ft x12 in /8 screws = 6 inch minimum spacing required for screws Use #12-14 screws spaced at 6 in on center at primary supporting elements For 26 Ga Fabral Mighti-Rib, with a span length of 5 ft the shear strength is .131.5 See 6.12 Tek Screw Capacities Minimum Screw Spacing (into columns)= 3 ft O.C. Allowable screw pull out strength =131.5 plf x 2 262.9 plf Mimimum Length of Panel required to resist Shear: 2165.4 # / 262.9 ply 8.2 ft Length of Wall Provided: 24 ft Sheathing is Adequate Check Panel Overturning: 360.9 #/post x7.5 ft= 2706.75 # ft Uplift= 2706.8# ft / 24 ft = 112.8 # Use 1 5/8" Red Head Wedge at the end of each shear panel. Allowable Tension is 2547.1.9 Load acting on Panels at Transverse Walls: Total Shear acting on Panels at Side Walls: 1855.2 Minimum Screw Spacing (into columns)= 3 ft 0. c. Allowable screw pullout strength =131.46 plf x 2 262.9 plf Mimimum Length of Panel required to resist Shear: 1855.2 #/ 262.9 plf = 7.1 ft Length of Wall Provided: 18 ft Sheathing is Adequate Check Panel Overturning: 927.6 # x7.5 ft= 6957 # ft Uplift= 6957# ft / 18 ft = 386.5 # Use 1 5/8" Red Head Wedge at the end of each shear panel. Allowable Tension is 2547.1 # Note: The shear strength for the panel is governed by the screw pull out strength. This is because the screw pull out would occur before the panel could take all of the shear that it was designed for. Building Type: Carport/Canopy Prepared By: J. Meadows ��� STEEL BUILD�VG ENGINEERINkG' Job Number: 0909-08 Checked By: R. Adames r 6.12 TEK SCREW CAPACITIES Screw Type:?,1;$ w` Minimum edge distance isQ:7`$` in d = 0.216 in dD= 0.5 dw = 0.3125 in Per manufacturer's Specification Sheet Pts = 2778 lbs (screw tension strength based on tests) Pss = 2000 lbs (screw shear strength based on tests) Truss Connections: Fu (psi) t (in) Top Material (1): 18 Ga 80000 0.0478 Base Material (2) 11.Ga = 80000 0.0747 t2/t1= 1.56 Shear Design: P„s 2.7*0.0478*0.216*80000 2230.2 # Pns 2.7*80000*0.0747*0.216 3485.2 # Pns 0.8*2000 1600.0 # Pns 0.0478*80000*0.75 2868.0 # Shear in Screws Governs Pns 1600.0 # q)Pns 800.0 # Tension Design: Pnot= 0.85*0.216*80000*0.0478 702.1 # Pnov - 1.5*0.0478*0.3125*80000 1792.5 # Pns 0.8*2778 2222.4 # Pull -Out Governs Pnt 702.1 # 4)Pnt 351.0 # Metal Deck to HSS Fu (psi) t (in) Top Material (1): tf 80000 0.0179 Base Material (2): [1:',4Ga 80000 0.0747 t2/t1= 4.17 Shear Design: Pns 2.7*0.0179*0.216*80000 835.1 # Pns 2.7*80000*0.0747*0.216 3485.2 # Pns 0.8*2000 1600.0 # Pns 0.0179*80000*0.75 1074.0 # Connection. Shear Limited by Tilting and Bearing Governs Pns 835.1 # (DPns 417.6 # Building Type: CarporUCanopy P STEEL BUILDING:: ENGZNEERINkG` Job Number: 0909-08 C w Tension Design: Pnot 0.85*0.216*80000*0.0179 262.9 # Pnov 1.5*0.0179*0.3125*80000 671.3 # Pnt 0.8*2778 2222.4 # ! Pull -Out Governs Pnt 262.9 # (DPnt 131.5 # Metal Deck to Sub -girt Fu (psi) t (in) Top Material (1):`6':Ga>; 80000 0.0179 Base Material (2): 18 Ga 80000 0.0478 t2/t1= 2.67 Shear Design: Pns 2.7*0.01.79*0.216*80000 835.1 # Pns 2.7*80000*0.0478*0.216 2230.2 # 1 Pns 0.8*2000 1600.0 # Pns 0.0179*80000*0.75 1074.0 # ' Connection Shear Limited by Tilting and Bearing Governs t Pns 835.1 # (DPns 417.6 # Tension Design: Pnot 0.85*0.216*80000*0.0179 262.9 # Pnov= 1.5*0.0179*0.3125*80000 671.3 # } Pnt 0.8*2778 2222.4 # + t Pull -Out Governs Pnt 262.9 # (DPnt 131.5 # i i F 0 ��, STEEL Building Tyr BUILDING �� ENGINEERINhGF Job Nu 7.0 STRUCTURE SKETCHES = - z cV W M � cl W W LUCL ^ Co < J 0 W CC) W M � F— U F— U w o W Of O Z X X ML'i N N p ^ W O J N 4'-0" 5'-0" 8 - Roof Purlins ® 36" O.C. Spanning 5 bays W WW W = M M Q Q Q Q L l� W W W W O H H H Qz H � J a[ U U U U w w w w w > Of Q a o X X X X N N N N ROOF DECKING --�— 5'-0" --�-- 5'-0" =-�-- 5'-0" 24'-0" OVERALL LENGTH Figure 7.1- Structure Plan i Figure 7.2- Typical Frame Building Type: CarporUCanopy Prepared By: J. Meadows PAGE STEEL BUILDING: �Ni1NR`�NG° Job Number: 0909-08 Checked By: R. Adames 18 of 18 ROOF DECKING RIGHT SIDE WALL FRAMING SCALE: 1/4" = 1'- 0" ROOF DECKING LEFT SIDE WALL FRAMING SCALE: 1/4" = 1'- 0" Figure 7.3- Side Framing i2 _ W C.D t c� 2 = � W _ � I W Q 2 M Q 2 W � > W ' WALL DECKING WALL DECKING —T I W rn - I t� co i I 8 r ' 24'-0" OVERALL LENGTH t c� 2 = _ � I W Q 2 W � > WALL DECKING � I W co i I 8 r 5'-0" �---- 5'-0" 5'-0" --�-- 5'-0.. 4'-0" 24'-0" OVERALL LENGTH t c . pOOrslons:, .. 29.E .29 .28 Aw i A2 Z4,g13183 193 -A M 22:94 L2km 2&5 f -M-7% 2242. Mal. rtL t4 (2 r1 139 .4M OM. 3,4 IY I :AP51* a01_01 c . pOOrslons:, .. 29.E .29 .28 i.M,618121Ofninr i A2 Z4,g13183 ::Shead Values tri--Vtq4f(Av;&ridO- UTtrrrateOb6n s is in 'iiiom. R-ecomme s -i �O.QWqoe4kns ds s '► Um. . a - n 1 0 . . 14bim y.fof I -usibl thls-' tioindition 44:46 lk 0;2'0'- 2-10 RPM, m4trlo..C(iiw6m'ul' 06 F' roq%,y ',uga •0 -2,000 RPht:: o - 'shc�jjld "IAstolod pial r 1 Fogtepom FS MY I -x Depth lori -PIVU w Do to proviont ovo Acrqu in potiii UrGu 4vfvv S, OP',ofr x 4r4s 44 .,, A M - r "I, M-11 wN�'I";; - to III d} 43 i A2 Z4,g13183 193 -A M 22:94 L2km 2&5 f -M-7% 2242. 20 Sa 984: : 298. OM. 3,4 18 gig L47 -.491 :607.. :16 a P. M FLT�OLi IW. 14 .12:98 VNIEI . QW 3116.X371545524553 Ift ::Shead Values tri--Vtq4f(Av;&ridO- UTtrrrateOb6n s is in 'iiiom. R-ecomme s -i �O.QWqoe4kns ds s '► Um. . a - n 1 0 . . 14bim y.fof I -usibl thls-' tioindition 44:46 lk 0;2'0'- 2-10 RPM, m4trlo..C(iiw6m'ul' 06 F' roq%,y ',uga •0 -2,000 RPht:: o - 'shc�jjld "IAstolod pial r 1 Fogtepom FS MY I -x Depth lori -PIVU w Do to proviont ovo Acrqu in potiii UrGu 4vfvv S, OP',ofr x 4r4s 44 .,, A M - r "I, M-11 wN�'I";; - to III d} Y Page 2 of 13 ER -5468 TABLE 1 -PANEL SECTION PROPERTIES Hefti-Rib.nanel section nrnnerties tahle nominal anal thk. design thickness in. • yield strength ksipositive moment of inertia in.` negative section modulus in.' positive negative design stress ksi modulus of elasticity ksi 26 ga. 0.0183 80 ksi 0.0620 0.0600 0.0713 0.0624 36 29500 24, ga. 0.0230 40 ksi 0.0927 0.0947 0.1174 0.1100 24 29500 22 ga. 0.0295 40 ksi 0.1300 0.1300 0.1676 0.1544 24 29500 20 ga. 0.0358 40 ksi 0.1767 0.1733 0.2293 0.2200 24 29500 18 ga. 0.0474 40 ksi 0.2467 0.2433 0.3103 1 0.3000 24 29500 I unt.nnoaa w Lila unwateu steel iniGwntlss tl.e., minus paint ano protective coatings). Miahti-Rib PBR nanel section nronerties tahle nominal anel thk. design thickness in. • yield strength ksipositive moment of inertia in! negative section modulus in.' positive negative design stress ksi modulus of elasticity (ksi) 26 ga. 0.0183 80 0.0330 0.0413 0.0341 0.0551 36 29500 24 ga. 0.0230 40 0.0473 0.0553 0.0500 0.0703 24 29500 22 ga. 0.0295 40 0.0700 0.0733 0.0765 0.0911 24 29500 "llb tlllidlness is inn umwaleQ steel inICKness tl.e., minus paint ano protective coatings). . V -Ream nanpl cectinn nrnnartiac tahla nominal Anel thk. design thickness (in.)* yield strength ksipositive moment of inertia in! negative section modulus in.' positive negative design stress ksi modulus of elastic' ksi 26 ga. 0.0183 80 ksi 0.0952 0.0922 0.0987 0.0868 36 29500 24 ga. 0.0230 40 ksi 0.1451 0.1470 0.1646 0.1589 24 29500 22 ga. 0.0295 40 ksi 0.1912 0.1950 0.2134 0.2141 24 29500 20 ga. 0.0358 40 ksi 0.2362 0.2362 0.2581 0.2581 24 29500 18 ga. 7 0.0474 40 ksi 0.3075 0.3075 0.3375 1 0.3375 24 29500 nw uu- 1-0 ia.ula WllWOL6Y *1=1 tIUGRneSJ il.C., minus palmi anu proiective coatings). e • For SI: 1 in. = 25.4 mm; 1 ksi = 6.89 MPa. Section properties were calculated in accordance with 1996 edition of the AISI Cold -Formed Steel Design Manual. 38 7/r OVERALL 38' COVERAGE 1112 HEFTI-RIB PANEL PROFILE -� 39' OVERALL 36' COVERAGE r- --12• MIGHTI-RIB PBR PANEL PROFILE 341/4.OVERAL6 32' COVERAGE -{ x51/3.1 13/4' V -BEAM PANEL PROFILE FIGURE 1 -PANEL PROFILES E Page 5 of 13 TABLE 3—GRAVITY AND WIND LOADS—(Continued) Mighti-Rib PBR Panel gravity and wind uolift load table (loads are in nsfl ER -5468 panel panel span thk. and yield no,of 4' no. Of 5' S' 7' g g' 10' spans gravity wind gravity wind gravity wind 1gravity wind gravity wind gravity wind gravity wind strep gravity 1 45 56 23 29 13 17 — — — — _ — — _ 8 0 ksi ga., 8 2 83 68 53 44 32 30 20 22 14 17 — 12 — — 126 3 85 85 44 54 25 32 16 20 — 13 — — — — 24 1 50 75 32 39 19 22 12 14 — — 15 40 ksl ga., 4 2 70 67 45 43 31 30 23 22 18 17 14 13 — — 13 3 88 83 56 53 36 37 23 27 15 18 — 13 — — 22 1 77 100 49 51 28 30 18 19 12 13 — — ga., ksi 2H40 91 102 58 65 40 45 30 33 23 25 18 20 15 15 50 3 114 127 73 81 51 56 34 35 23 24 16 17 12 12 For Sr i n. = 304.8 mm; 1 ksi = 6.89 MPa; 1 pSf = 47.9 Pa. 1. Lower of allowable stress or U180 deflection is tabulated. 2. Wind uplift loads have been increased by ma. V -Beam panel gravity and wind uDlift load table (loads are in osf) panel panel span thk. and yield no. Of 4' S' 6' 7' 8' 9' 10' spans gravity wind gravity wind gravity wind gravity wind gravity wind gravity wind gravity wind stren th 26 1 130 126 67 64 38 37 24 23 16 16 11 11 8 8 ga., 80 ksi 2 130 197 83 126 58 88 43 57 33 38 26 27 20 19 3 163 238 104 122 72 71 46 44 31 30 22 21 16 15 24 1 165 201 101 103 59 59 37 37 25 25 17 18 13 13 ga., 40 ksi 2 159 219 102 140 71 97 52 71 40 55 31 42 25 31 3 199 274 127 175 88 113 65 71 47 47 33 33 24 24 2 22 1 213 266 134 136 77 79 49 50 33 33 23 23 17 17 ga 2 213 284 137 182 95 126 70 93 53 71 42 56 34 41 3 267 355 171 227 119 149 87 94 62 63 43 44 32 32 20 1 258 322 165 165 96 96 60 60 40 40 28 28 21 21 ga.' 40 ksi [1:: 258 343 165 220 115 153 84 112 65 86 51 68 41 50 323 429 206 275 143 181 105 114 76 76 54 54 39 39 18 1 338 420 215 215 124 124 78 78 52 52 52 37 27 27 ga 40 ksi 2 338 449 216 287 150 200 110 147 84 112 84 89 54 3 422 561 270 359 187 235 138 148 99 99 99 111 51 55 51 For SI: 1 ft. = 304.8 mm; 1 ksi = 6.89 MPa; 1 psf = 47.9 Pa. 1. Lower of allowable stress or U180 deflection is tabulated. 2. Wind loads have been increased by 1/3. • 0 v C. , McELROY METAL, INC. (CORPORATE OFFICE) P.O. Box 1148 Shreveport, LA 71163 (800) 950-6531 18 Gauge MAC -GIRT hat channel ID S E C T I O N A L L O W A B L E S SECTION D x B=1.5 x 1.5 .125 inside radius, 830 angles BEARING (KIPS) NOTES: 1. Section properties and allowables Ma (KIP -FT) END INTERIOR are computed in accordance with the 1986 edition of tyhe AISI specifications. Top In Bottom In L Va 2. Ma is the allowable bending moment Fy GAUGE Compression Compression KIPS F V F V for bending about axis x -x for sections that are supported laterally for their full length. 80 18 0.344 0.315 2.69 1.353 0.789 1.124 1.131 3. F and V are coefficients used to determine the web crippling strength. SECTIO N PROPERTIES AXIS X -X SECTION D x 6=1.5 x 1.5 .125 inside radius, 830 angles Top In Compression Bottom In Compression Weight Area Ix Se Ix Se Fy GAUGE Ib/ft int in4 in3 in4 in3 80 18 0.89 0.262 .0844 .1159 .0844 .1062 NOTES: 1. Section properties and allowables are computed in accordance with the 1986 edition of tyhe AISI specifications. 2.Ix is for deflection determination. 3. Se is for bending 4. Iy is for full section. THE RAW MATERIALS USED -"MAC -GIRT" (HAT CHANNEL) AXIS Y -Y RxI ly in in4 0.567 1 0.199 w w w t h e c o r e s y S c o m Core ystem The Metal Core System, Inc. r RED HEARY AORON/NS SYSTEMS Submittal Information v a M! Ultimate Tension and Shear Values (LbslkN) in Ultimate Tension and Shear Values (LbslkN) in Concrete* . l ANCHOR DIA, INSTALLATION TORQUE k 0s.iNm) EMBEDMENT DEPTH 1n. (mm) ANCHOR TYPE Pc=2000 PSI (13A MPa) Pt= 40DO PSI 127.6 MPa) Pc = 6000 PSI (41.4 MPa) TENSION Lbs,(kN) I SHEAR Lbs.(kN) TENSION Lbs, NN) SHEAR Lbs. M) TENSION tbs.'(191) SHEAR 'Lbs. (M) LIGHTWEIGHTCONCRETEFILL 174 {63:41 8 (10.8) 1-1/8 (2&6) 1.15116 (494 2-118 154.0) 1,180 (5,2) 2,100 (93) 2260 (10.1) 1,400 K(l 1,660 (7.5) 1,680 (75) 1,780 (7:9) ! 3;300 (14,7) 1300 (14.1) 1;404 (61) 100 (7.5) 1,680 (7S, 1,900 (8:5) 3,300 (14 7) 3300 (147) 1,400 (6.2) 1680 (73) 1,680 (7:5) TENSION SHEAR 318 0.5) E 25 (33.9) 1-112 (38.1) 3 (7b1) q (101.6) 1;680 (*5) 3,380 (153) 400 (21.4) 2320 (103) 4,000 (17:81 4,MO (17.8) 2,240 (10.0) 5,940 (364) ; 5;940 (26.4) Is 2.62- 0 (117) 1 4,140 (18.4) 1 4,140 (18.4) 2,840 112:6) 6,120 (27.2) 6,120 (27:2) 1;160 (141) 4,500 (20.0) 4;500 (20.0) • 1 p15-(ar1�h'p7 WS -G Hat-4ped GatvaaJted do WW -30455. or SWW-316SS. 112: ((2.7) 5S (74:6) 2-114 (57.7) 4118 (.1049) 6 0S2.4) 4,660 {20.71 4,460 (20:7) 5,340 (23.5) 4,760 (21.21 7)240 (31.2) 7,240 (32.2) 5,100 (22:71 9,640 (42.9) 9.640 (419) 4,760 (21.2) 7,240 (32:2) 7,240 (32.2) 7,040 (331.3) 10820 (48.1)" 10,820 (48;1) 7,04x1 (313) 8.160 .(36.3) 8,160 '(36.3) 518 (1S.9) l 90 (122:0) 2.314 (69.9) S-liB (130.2) 7-172 (19050 6,580 (29.3). 6580 129.31 1060 (31,4) 7,17.0 (31;7) 9,b00 (427} 9,600 (42,?) 7,180. (31,9), 14,920 (064) 15,020 (66.8) 7,120 (31.7) :1000 (529) 11;900 (529) 9,120 (43:2) 1.6380 (13,9) 16.380 (72.9) 9,616 (42.8) 12,520 (SS.7) ',2,520 (55,7) Sla 019.1) 175 (237,3) 3-1;'-0 (82.6) 6&518 (1683) 10 (254.0) 7,120 431,7) 10;9&3 (48,8) 10,9870 (48.8) ID,120 (45.0) 20,320 (90.4) 20320 (90.4) 10,840 (48.2) 17;700 (78:7) 17,880 (793) 13,720 (61.0) 13,740 (1056) 33,740 (105.6) 13,300 '(59.2) 20,260 (901) 233U (104:9) 15,980 (71.1) 23.740 (IDS,6) 23,740 (105b) 718 (212) 250 (339.0) 3-3;4 (953) 6.114 (1 SU) (203.'2) 9,520 (42.3) 14,660 (65.2). 14,560 (65.2) 13,160 MS) 20,880 (92.9) 20,880 (92.9) 14,740 (65:6) 20,940 (93.1) 20,940 (01) 16,580 173.8) 28,800 :(128:1) 28,800 (128.1) 17,420 (77.5) 241360 (108.4) 24,360 (108.4) 19,160 185.2) 8 28AN ;128.1) 2&,800 (128,1) ? (28.6) 1 (25,4) 300 (406.7) 4.1.7 0143) 7-318 (181.3) 1 9.1)2 (241.3) 13,940 (62.0) 14,600 (644) 15,700 (83:2) 16,080 (71.S) 28,680 (127.6) 28,680 (127:6) 20;1E0 (89:8) 23,980 (106.7) 26,540 1,118.1.) 22,620 POi.S) 37.940 (168:8) 37940 (168.8) 21,180 (94:2) 33,MO (148.0) 33,160 (148:0) 24,M (108.9) 38,080 (169.4) xOM (169A) 5 s (87.0) 1-114 1318) 500 66'719) 5117 (139:7) 8 (?03.2) 18, 40 680.7)' 27,340 (121.6) 23,280, (103.6) 35,480 (156.0) 26,380 (117.3) 43,300 (192.6) 29,460 (131 A) 44,260 (196.9) 33640, (119.6) 45,540 {202.61 33,'790 11503) 50,560 (2249) hlow'aWVi damba3edupana9Ie1skyta K00ieby4fht61"ra6leloadQIUM. 5;840 (26.0) v a Ultimate Tension and Shear Values (LbslkN) in . . • Lightweight Concrete* ANCHOR INSTALLATION EMBEDMENT ANCHOR LIGHTWEIGHT CONCRETE !OWER FLUTE OF STEEL DECK WITH DIA. TORQUE DEPTH TYPE Pc=3000 PSI (20.7 MPa) LIGHTWEIGHTCONCRETEFILL In. (mm) Ft Lbs. (Nm) In. (mm) #'c =-3000 PSI (20.7 MPa) TENSION SHEAR TENSION SHEAR Lbs. (M) Lbs. (kN) Lbs. (kN) Lbs. (M) 318 (9:5) 25 (33.9; r 1-112 (38.1) WS -(,,b6,,0, I 2,120 (9A) 3.720 (163) IA (8,5) 3,160 (14,1) 3 . (76.2) WS -G j 2,940 (13.1). 42,40 (1&9) 2,840 (12.6) 4;000 (17.4) 112 (120) 5) (74.6) 2-114 (572!: Het -Dipped 3,600 (16;0) 7,040 (31.3) 3..400 (15,1) 5.380 (23.9) 3 (7621 Gaiwln�Ted 4,720 (21,0) 6,620 (29.4) 4,490 79:9,) 61620. (29.4) 4 (101:6) 020 (30.8) 000 (21A) 6,440 (28.6) 518 (15:9) 90 ;MA) 3 (76.2) ar WW -304 S.S. 6,000 (26.7) 1 9,240 (41.11 4,720 (21.0) 5,500 (24.5) 5 s (87.0) t -,9611 (263) 9ZSp (31.11 6;580 (293) 9,140 (40.7) 1 314 '(19.1) 175 ;231.3) 3Il4< (876) j or SW I.3165.S. 7;160 (11.9} 12,.610 (56.0) 5;840 (26.0) 8,880 (39.5) l 5-114 ._(133A:). 8,900 (39:6) 15;420 (70.8) 7,040 M -M i itlloWdLd� l2UC im3ased UP31) 4 A to I ulety tical, Wroiaby 4 -fur allowable load Yaluts. ffwRa uet1F 1-800-899-7890 40 02/03 r P • RED HEAD$ Requirements for Tension Loads* { ANCHOR EMBEDMENT ANCHOR EDGEDISTANCE MIN. ALLOWABLE SPACING REQUIRED MIN,ALLOWABLE j DIA. DEPTH TYPE REQUIRED TD EDGE DISTANCE AT TOOBTAiNMAX. SPACiNGATWNKH In,(mm) In.(mm) OBTAIN MAX. WHICH THE LOAD WORKING LOAD THE LOAD FACTOR 1' WORKING LOAD FACTOR APPLIED=.6S In, (mm) APPLIED=,70 ( 1 AA+GHQA/N& SYSTEMS j 114 (6.4) Submittal Information 2 (50.8) Recommended Spacing and Edge Distance 3-15116 (100:0) - Requirements for. Shear Loads* 1-15116 (49,2) 1 (25.4) ANC40R f EMBEDMENT I ANCHOR E04E DISTANCE, MIN. EDGE MIN. EDGE DISTANCE SPACING MIN. ALLOWABLE DIA. + DEPTH TYPE REQUIREDTO DISTANCE AT WHICH AT WHICH THE REQUIREDTO SPACING BETWEEN In. (mm) t In. (mm) 3 (761) OBTAIN MAX. THE LOAD FACTOR LOAD FACTOR OBTAIN MAX. ANCHORS in. (mm) E € 4 {1016) WORKING LOAD APPLIED =,.60 APPUED=10 WORKING LOAD LOAD FACTOR i 2-1/4 (57.2) In. (mm) 1n. (mm) In. (mm) In. (mm) APPUED =:40 114 (6.4) 1-118 +28.5) j' 3-1/8 (79.4) 2 (502) 1...5116 (333) 3.1/8 (79.4) 3-15116 (100.0) 2` ODA 11-15116 49.2 ` 41/2 (1143 I 1-15/i6 (491) 1 I25A) 4=1,+2 (114.3) 1 4-13/16 (122,2) 1 3.718 (9814) 1 1-15i)6 491 315 (9:5) ' 1-1;2 3811) 1 2-7/16 (61,9) 2-.518 (66J) 1;314 (443) 5-118 (1301i 5-1/4 (133.4) Z-518 (66?) 3 '762. {, WS -Carbon 3=3/4 95.3 3 61) 08,11 6 052A 3 16.2 3-15()6' (CODA) 2.9/16 (fi5.1} - -- 7.718 (200.0) 3•151I6 (100.0) 112 (12.7) 12.1/4 (57.2) ;, or 1 4-118 104.8) t W5 -G 5-3116 1312 3.111: (79.3) 1-9116 (393) 6.3116 157,2) 1 3-1/8 (79,4) Y -13115 (122.2) 3-1/8 (79.4) - - ms (244.5) 413,'16 (1221) 518 €15:9) 2-314 (69.9) Hot -Dipped I118 134.2 1 GaNan)fed 0/16- 163.5) 3-718 198.4 1-15/16 49,2) 7-111,16. 1953) 3.718, 98.4 5-lle'16 (144.5) 3-314 (95.3). - 11-318 €1$8.9) 5-11116 (1443) 314 (19.1) . 3.1/4. (82.61 or 1 6-518 11683 _ d/ 4v -SS, 6-5/16 160.3 5 127:0} 2-)12 63:53 9-15116 {252:4) _ 5_ (i1_i. -,•_, 6-91,16 (166.7) 4.5116 (109.5) - 13-118 (3334) "1116-(166.7) 719 22.2) 3.3/4 (953). 6-1/4 (158 a 8-1/2 215.9) 6.1/4 (158.8) 3-H8 179.4) 12-1/2 (3175) 6.114 (158.4) 1 (25,4) d-114. (108,0) l Si9W-X135.5. 7-118 (N0.0) 5-1N (130.2) -- - 15-3/4 (4DJ.1j 7.1!8 (200:0) 7.34 (187.3) 3-9116 (905 10.1116 (255A 7-3,18 (187.3) 311116 (93.7) 14-314 (374.7) 7-318 187.3 } 9-5/8 (244.5) 6.1/4 (1581$) - - 1.9111 (489A) 9-518 (1445) 1.1/4 (315). 5.1/2 (139.7) 8 0321 1 4 (1016) ) 11-7116 (29053-- -. �_(203.2) 4 #101.6) 16 (40b.4) 8. (2031) Spring aAedgrdnnar a shallSp& ded6y075wlmnan&,orsa,e4kcedins1ruatstalIi M"htccntre's,Weir inty*tion map bened.'or)rytcnta2tiateSWIA9and N*distmq .. Recommended Spacing and Edge Distance Requirements for Tension Loads* { ANCHOR EMBEDMENT ANCHOR EDGEDISTANCE MIN. ALLOWABLE SPACING REQUIRED MIN,ALLOWABLE j DIA. DEPTH TYPE REQUIRED TD EDGE DISTANCE AT TOOBTAiNMAX. SPACiNGATWNKH In,(mm) In.(mm) OBTAIN MAX. WHICH THE LOAD WORKING LOAD THE LOAD FACTOR 1' WORKING LOAD FACTOR APPLIED=.6S In, (mm) APPLIED=,70 ( 1 Im (mm) In. (mm) in. (mm) I' j 114 (6.4) 1-1/8 (2&6) 2 (50.8) 1 (25.41 3-15116 (100:0) 2' (508} 1' 1-15116 141.1 1-15116 (49,2) 1 (25.4) 3.718 (9&4) 1-15116 I 2.118 1.5/8 (41.3`- 13116 (20.61 3.3116 (81:0) .(49.2) 1-58 (41.3) 2-518 (66A 318 (9:5) 1-112 (38.1) 2-5/8 (66.7) 1.5116 (33.3) 5.114 (133.4) 3 (761) 3 (762) ( 1.112 (38,1) 6 (152.4) 3 (7621 j E 4 {1016) 3 (76.2) '1-1/2 (38,1) 6 152.4) 3 06 ; .3-15116 (100:0) 1.12 (117) 2-1/4 (57.2) 3-15116 (100:0) ! 2 (505) 7-718 (200:0) 4-118 (IK8) WS -Carbon of 3-1/8 (79.4) p 1-9/16 (39,7) 6-3/16 (157:2) 3.1/8 (79.4) 6 (1SZ4 WS -.G Not -Dipped 41/2 (1143 I Z-114 (57.2) 9 (22&6) 4=1,+2 (114.3) 1 4-13/16 (122,2) 1 518 (15.9) 2-3/4 (699) 4-13116 (1221) 1 2-7/16 (61,9) 9.518 (7,44.5) 5-118 (1301i Galvanifed 3-78(98A) 1-15116 (492) .11/lfi 095:3) 3-7/8 (9&4) j 7-112 (1905) n1 YVYs`-s04 S.5, 5-3118 142.91 1 2-13/16 7114 11.114 28S5 5-5/8 142,4 ) 3/4 (14.1) ( 3-ti4 {82.6) 517116 (I d4 2,7/8 (73.0) 11-318 (2889) 5-11/15 (144.51 6.5/8 (168.3) 5 (127.0) 2-112 (63.5) 9.15.!16 (252.4) 5 (127:4) s. 1O (254.0) of StYW3165S, 1-112 (1905' 1 3.3/4 1953' is (381:0) 7-1/2 1903) ( j 78 (221) § 3.314 (953) iy9/16 (166.1; ! 3-51,16 (84.1) 13.118 '333,4) (+9116 (166.7) 6-114 (1585) 6-1/4 (158.8) 3-118 (79.41 12-112 (317.5) , 6.1/4 (158.8) 8 (203.2) 6 (1S7,A) 3 (761) 12 (304,8) 6 152,41 1 (Z5.4) 1 4-1/2 (114.3) 7-7/8 .1300,0) 3-15116 (t00,0) 15-3/4 (400.1) 7-718 (200.0; 7-318 (181.3) 7-3/8 (187.31 3-11/16 (93.7) 14-314 (374.7) { 7.318 (187 3) 9112 (241,3) 7.1/8 181A) 3-9116 (905 14-1/4 362;0 ?-1/8 1810' 7114 (31 A) 5-1a (139.7) 93/8 (244.5) 4-13116 (122,2) 19-1/4 (489.0) 5-618 (2445) r 8 (203.2? 8 (203.2) 1 4 (1016) 16 406A 8 2032) ' Spacing and edne disaassm snail he dWided by 035 when anchnrs ate placed in wKtsul figntwe=ght conaeee, West brerpolition may be useJ oruiteareditte spadn and edge distances. Combined Shear and Tension loading -for Trubolt Anchors Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: M/Pt)m+ Ps = Applied tension load Vs= Applied shear load Pt =Allowable tension load Vt = Allowable shear load frwRamset/ Red HeW' 1-800-899-789041 02103 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES' 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 4� OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of wo-k is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. J I ( r / v G ' ,A -17 / . V, t C `✓-� v IlC A f 4j:��F FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 b A r^1 a } i - BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2894 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060187 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I herebv affirm under penalty of perjury that I am licensed under 0 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 02/10/2006 APN:.4� the Business and Professions Code, and my license in full force and effect. Q V lass:' I VO License License Number: Site Address: 6250 LINCOLN BLVD ORO Date: 1 � vb Contractor: R(In N fg� I Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: in ground gunite pool, master #01-517 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: GRISWOLD STEPHEN J & JANA M to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 6250 LINCOLN BLVD 7000) of Division.3 of the Business and Professions Code) or that he or OROVILLE CA she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 95966 applicantto a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is" not intended or offered for sale (Sec. 7044, t}usiness and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: BLUE HAVEN POOLS such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for DIVING LADY INC. sale. If however, the building or improvements are sold within one 275 FAIRCHILD ST, STE 100 A year of completion, the owner -builder will have the burden of CHICO CA 95973 proving that he or she did not build or improve for the purpose of , sale.). 530-899-8445 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec..7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: BLUE HAVEN POOLS pursuant to the Contractors' State License Law.). DIVING LADY INC. ❑ 1 am Exempt under Article 3 of the Business and Professions Code 275 FAIRCHILD ST, STE 100 A Date: owner: CHICO, CA 95973 530-899-8445 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #: 718849 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: ` required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. �Z— Policy#: �V-4�—' Total Square Ft: 0 S. F. —; ❑ I certify that in the performance of the work for which this permit.is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith w bly withthose pr I ionS. O v Date: ` Applicant: " 44 WARNING: Failure to secure workers' compensation coverage is unlawful• and shall subject an employer to criminal penalties and one hundred • thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees.. / �`� -112— J Lel 1/Z i CONSTRUCTIONLENDING AGENCY This permit is hereby issued un he applicable provisions of the Bu to County Code and/or _CONSTRUCTION I hereby affirm that there is a construction lending agency for the Re lutions do wo iVindi; ed a _ �ve foCWffldh tees hav -t3e`en'Vaid :. -•T. a r•. ;�.t; ; performance of the work for w ich this permit is issued (Sec 3097 Civ.) a / By; Date:,— l(� Name: ` t c�� /�' PERMIT EXPIRES ON: . 0:217 Address: `�, (Dlite) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ' ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code isnot applicable to the scheduled construction of this project. ❑ . Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized age f 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 apy officia form or o en f ulte Count . I hereby authorize representatives of Butte County o ent upon theabove mentioned property for inspection p os s. Print Name: 1 t 1 Signature: (�`� O v Date: ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 Butte County Department of Development Services. eu rF. AREA a p� IN O T E S 7 County Center Drive, Oroville,'CA 95965 It• .- c 1� t (530) 538-7601 v,\ v.buttecoimtyneVo4s �u"t r RESIDENTIAL APN: Permit No. 078-040-005 — 06-0187 Owner. _ GRISWOLD Site Address:. 6250 LINCOLN, OROVILLE t s — Cont: BLUE HAVEN !"Contractor. POOL (MASTER 01-517) ? Type of Permit: { s 7 . t . SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: ` • `� SIGNATURE:_. CHECKED BY OK Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR I DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Fig Dpth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; 5teel-Blockouts -Wrapped-. 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test tl Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 14 Girders-Sills-Anchr Bolts Joists-Vnts-Crippies 15 Acc & Vntltn 16 Insulation DAIS IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties -Purl in -Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc_ Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landin g -Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rfir Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrtlr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace InUExt Wall pnls 3B Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled_ 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or ❑ AL AC Wire Sz gn ❑ CU or ❑ AL 48 Range Circ ea ❑ CU or ❑ AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector' 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub.Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping DATE IMECHANICAL 61 AC Ducts Insulin & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic 1�A 4c Oqa 46,O+ 0 FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure .79 AC Duct in Garage -Damper 80 Wtr Htr; Vnfs-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Lottn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑ Yes [—]No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Wits abv Roof, Plmb-Appinc-Frplc-CImc to Opngs 90 Wtr Well, Dscnnc% Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn - 94 Corrections from previous lnspctns 95 Gas Test -Meters Tagged, Gas-Elec _ 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs _ 98 Address Posted _99 Fire Sprinkler = OK nu MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION Lj SOFT -SET DATE ID EC K S'C O V E R S`C A R P O RTS `G A R A G ES 1 Zoning -Setbacks -Easements 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 2 Ftgs; Soils-Sz-Dpth-Spacing-CnnctrsSteel 3 Sewer; Loctn-Test; Fall/C/O-Concrete 3 Decks, Girders/Joists-Dcking-Brcing 4 Wtr; Loctn-Test-Easement Needed -Regulator Stairs-Guard/Handrails 5 Elec Loctn-Cirncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LP❑ 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng Inch Sz Ft Lngth 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 7 Blckng; Sz-Spacing-Marriage Line 6 Carports; Wndws-Doors 8 Gas; MH Test-Demand-Valve-Cnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Nailing -Veneer -Stucco -Lath 11 Wtr & Sewer Connected -CIO to Grade 10 Roof; Shthg-Roofing 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE P O S • Setbacks -Easements 2s; Compaction -Structure Stability Vo ol Structure; Steel s Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w15' Crcltng Eqp-Pool Ightg Bokes-Enclsrs-pnlboards-Insultn to Main Conduit 9 alth Dept Apprvl est-Wtr Supply Test 1 Vc1sr',;1encing-A1anms 13 condi Diving board or Slide 57127106 Pool Drawing t V .. >T COUNTY OF BUTTE . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES • 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE I obg_lql OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. PW2�, 4a,�4 -4-c., �00 ,/Laid , Date �� v Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Butte County Department of Development Services. ems' rE ae� IN O T E S 7 County Center Drive, Oroville, CA 95965 % „(530).518-7601 vww.buttecDimtynetidds �OUNty' RESIDENTIAL APN: Permit No. Owner '078-040-005 06-0441 ' — GRISWOLD, STEPHEN ;Site Address: _ 6250 LINCOLN BLVD, OROVILLE I CONT�AaLLE PLUMBING 7 Contractor ELEC SERV C/O Type of Permit: i NH: POO&- • OFFICE COPY 1. Address —,— GAS { Meter By j ELECTRIC Date !!!! Meter By :Date,, I f SPECIAL CONDITIONS---- --' CHECKED BY ❑ SRA ❑ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS ❑ VERIFY F1USE PERMrT CONDITIONS ❑ SUBSTANDARD HOUSING LETTER 1 u ❑ ENCROACHMENT PERMIT " ❑ REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE . t DATE JOB FINALED: t A SIGNATURE = OK = No[ OK RESIDENTIAL (Single & Duplex) DATE UNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Fig Opth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Fig Garage; Soils-Steel-Elec Grnd Fig Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Fig Dpth 56 Shwr Pan; Test First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub-Acc 6 Stemwalls Garage; Steel -BI ockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test .� 4 10 UF, Gas Pipe; Sz Anchrs-Sz Test it Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IM E C H A N I C A L 13 Plenums & Ducts; Clrnc-Materia"upport-Insultn 61 AC Ducts Insulin & Support 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insulin 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16_ Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic c mac` �c 8 DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE F I N A L 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr 21 Fire Stops, Furred, Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFl & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Cimc 72 Elec Trim & Subpnl, Breaker Sis & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Ctiannel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 WtrHtr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrfir Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Ins ultn-Wa lls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Cimc Drnge Planters QYes QNo a 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntitn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous lnspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc.Cert-Mer Certs. . 47 Subfeed Wire Sz 9 ❑ CU or ❑AL 98 Address Posted AC Wire Sz ga ❑ CU or ❑ AL 99 Fire Sprinkler 48 Range Circ ga ❑CU or F-1 AL Oven Circ ga ❑ CU or ❑ AL . Insulated Neutral E]Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Cirncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector = OK = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FalUC/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C K S -C O V E R S`C A R P O R T S `G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils -Sz-DpthSpacing -CnnctrsSteeI 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof-, Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls °°` .0 DATE IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Enclsrs-pnlboards4risultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing Alarms 13 Bonding, Diving board or Slide `c Pool Drawing Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING 4 MEMORANDUM TO: Building File (APN: 078-040-005) FROM: Chris Tolley, Associate Planner (_— SUBJECT: Proposed Shop Building DATE: May 8, 2006 The property owner (Mr. Stephen Griswold) inquired about building a shop building on his property. The property is split by two zones -(AR -1 on the west side and M-1 on the east side). The building is considered an addition to the residential use, and could be located in the M-1 Zone with an approved use permit. The owner was informed that the shop building would require a use permit if it was located in the M- 1 Zone. Mr. Griswold informed the County that he intended to apply for the building within the AR -1 Zone. 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060187 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 02/10/2006 APN: 036-291-069-000 the Business and Professions Code, and my license in full force and effect. © V Number 00 License lass : License Site Address:. 6250 LINCOLN BLVD ORO Date: I � �'�-Contractor: ]� �D` 1 Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: in ground gunite pool, master #01-517 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: GRISWOLD STEPHEN J & JANA M to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 6250 LINCOLN BLVD 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 95966 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: BLUE HAVEN POOLS such work himself or herself or through his or her own employees, DIVING LADY INC. provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 275 FAIRCHILD ST, STE 100A year of completion, the owner -builder will have the burden of CHICO CA 95973 proving that he or she did not build or improve for the purpose of sale.). 530-899-8445 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: BLUE HAVEN POOLS pursuant to the Contractors' State License Law.). DIVING LADY INC. ❑ I am Exempt under Article 3 of the Business and Professions Code 275 FAIRCHILD ST, STE 100 A CHICO, CA. 95973 Date: owner: 530-899-8445 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 718849 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect,' required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: so r � Carrier: Z. 8 `f Policyff:_ 1-- Total Square Ft: 0 S. F. ❑ 1 certify that in the performance of the work for which this permit.is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwithco 6Iy withthose pr isions. ) 0 ) 6 Date: f Applicant:, WARNING: Failure to secure Workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. / ✓ // �� l ` n� 12— ZCONSTRUCTION CONSTRUCTIONLENDING AGENCY This rmit is hereby issued un he applicable provisions of the Bu to County Code and/or I hereby affirm that there is a construction lending agency for the Re lutions do work indic ed a ve for which fees have been paid. performance of the work for w ich this permit is issued (Sec 3097 Civ.) w/ By: 7 Date:� Name: I t—� PERMIT EXPIRES ON:�lJ ` Address: (D te) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agerlKf 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 a y officia form or o en utte County. J hereby s s. authorize representatives of Butte Countyto en t upon the a ove mentioned property for inspection p o6, Print Name: Q l"� 11 1 `� Signature: O `' Date: ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor . B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060187 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 02/10/2006 AP N: 936-x- 000 the Business and Professions Code, and my license in full force and effect. l Q U License License Number: + VO Site Address: 6250 LINCOLN BLVD ORO 7ss: (, Date: � �6-ontractor. 0 IE? N (A Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: in ground gunite pool, master #01-517 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: GRISWOLD STEPHEN J & JANA M to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 6250 LINCOLN BLVD 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 95966 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: BLUE HAVEN POOLS such work himself or herself or through his or her own employees, DIVING LADY INC. provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 275 FAIRCHILD ST, STE 100 A year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that he or she did not build or improve for the purpose of sale.). 530-899-8445 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: BLUE HAVEN POOLS pursuant to the Contractors' State License Law.). DIVING LADY INC. ❑ 1 am Exempt under Article 3 of the Business and Professions Code 275 FAIRCHILD ST, STE 100 A CHICO, CA 95973 Date: Owner: • 530-899-8445 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License M 718849 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Z 8 `T Policy#:� ��-- Total Square Ft: 0 S. F. ❑ 1 certify that in the performance of the work for which this permit.is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith co b1y withthose pr (iisions. O Date: ` `� Applicant. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This ermit is hereby issued un h_ a applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Re Iutions, do work indic ed a ve for which fees have been paid. performance of the work for w ich this permit is issued (Sec 3097 Civ.) BY: Date:�l� Name: ' t PERMIT EXPIRES ON: s�=l /J �� " Address: (DAte) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized ageroqf 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 y officia form or o en utte Coun . I hereby authorize representatives of Butte County to ent upon thea ov_e mentioned property for inspection p os S. wtsPrint l Signature: Name: 0 v Date: ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 �t}T*r, BUTTE COUNTY PERMIT / o I o DEPARTMENT OF DEVELOPMENT SERVICES NO. o o BUILDING PERMIT APPLICATION o o AND SUBMITTAL REQUIREMENTS �j o _ e o 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BP 6 U o��'=� o OFFICE #: (530) 538-7541 � n — J A FEE WILL BE REQUIRED AT TIME OFAPPLICATION BIN # Website: www.buttecounty.netidds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name , Firsl Name ,J `"� Address U ;_'5a n �jpl City 0 t-0 J, �U_ State \,--, '�A> Phone .� 3 C� 8os O Fax E-mail APPLICANT INFORMATION CONTRACTOR Name ,J `"� Address a ( �o City. \,--, '�A> State Zipq �-7 3 Phone WiS Fax E-mail Lic. #-7/ y Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City G Address (� 3 City Fax State Zip Phone Lot # Fax E-mail State License Number APPLICANT INFORMATION Name Address (o 1 G City G State _[Zip (� 3 Phone O -I O j I 1 Fax E-mail For office use only: Zoning jkfL-I I Flood Zone Sq FT- Living Garage Open Cov SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PROJECT LOCATION AN 0_7 8 OL4 6 Property Address • 1�;bT�IIZI�� Sq FT- Living Garage Open Cov rE;S_S_Street WORKER'S COMPENSATyON- PolicyNumber Z' G Carrier If hiring anyo a 6ther than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy L 1 (Note previous use): A V / . '�;-/ 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 by: CL� ufC_ Amount: Bldg Receipt Date: SRA Sheriff SMTP Other Total 1 SUBMITTAL & PERMIT REQUIREMENTS . The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if. required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans; (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Forrri (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5.. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8: Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if'required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation*and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at' (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has. been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Paqe 2 of 2 RF\i R_1 7-nr, �`1���ry.�.�.,Y�y-.,... ,1'•r...,.,. ...f<..r't`-r�.w `amw,. �P_.."i.+¢ 7*/i., v+['*riY{j •'"i'�jtii�,,•ia*.ar-_ � ,,4 '..,.. ••"�6 6 of 8 �7 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 1�� 45 ASSESSOR PARCEL NUMBER 078 r 0 Proposed Building Use: & L l� T�2 Oo l - 5-/7 Permit Technician: (- C �� Date: 6 �O Items required•in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered. plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. must be stamped and wet -signed by the engineer. ❑10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form �j / N 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other All of these aining items needed to issue the permit. (May require additional plan review upon receipt of the following RAMS.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, s a ❑ 15. Fire Sprinklers............................................................................................ ❑ 16: Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ..............•............................ �I18. Erosion Control Plan Required......................................................................y�6 3� ❑ N 19. Fees as shown on the attached Schedule of Fees Due Sheet... �?ierr/�� 6 b ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs...... •.................... •.. ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ............ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... IM 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... El 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization. .�y .............................................................. ❑ 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 I have been infQrme0of the 91/c/5 -and hold for pickup. irements for obtAing apuilding permit. Applicant: ` 1 VV 14 Dat 1. Index permit application for the above items numbere : V Plan 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contraclor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 w TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Piot Pian Anschod Root Plan Anschad Sam to B.D. 77 --/ .- IN 02&-- d 0 - Owner Location AP# Plan Approved for: Sewage Disposal ;&L Water uppl Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist c Private Well 8/96 Qj Date Department ..c o u n t y J. Michael Crump, Director •� 0Ut4 A 5 nUC Public Works f B U t..t e LAND DEVELOPMENT DNi510N Storm Water Management Program 7 Count' Center Drive Orovlle, CA 95965 (530) 538-7-266 (FAX) 538-7171 National Pollutant Discharge Elimination System/ (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN I ACREI Project Description: vY CEJ Project Location and/or Parcel Number: O� 040 �0 15 By sigaing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit fom 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 revo ation of grading and/or other permits or other sanctions provided by la . Signed: Title: Date: Butte CountyDepar&nent ofDevelopment 5,0l-wces $uTr�. 7 County Center D Drive oo 00 is< o Oroville, CA 95965 0 ^ G (530) 538-7601 Telephone (530) 538-7785 Facsimile coUN�y 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: e 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 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 re wire 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: Applicant Name: Building site address: APN�1°oyo von Permit No.: I have read, understood and accept the terms and conditions as _expressed herein as indicated by my submission of the above -re nce building permit application and my signature below: l SIGNATURE OF APPLICANT DATE Copy to Applicant/EWFile K:Forms/BldePermitwithoutClearznces 020705 BUTTE COUNTY DEVELOPMENT SERVICES Corn plain.ent: Address: Phone Number. Other Comments: Inspector must draw a plot plan with all building locations: Additional Comments from Inspector: 2 i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - j 0) 538-7541 CORRECTION NOTICE OWNER u —PE-RMLT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (53 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ng_00^2 ASSESSOR PARC -L NUMBER 036-291-069 ZONING BUILDING PERMIT OWNER S= CRC 1 T I TELEPHONE SO. FT. OCC. BUILDING VALUATION 11,050-00 . OWNERS MAILING ADDRESS(INT ,T`T ? TT CONTRACTORS NAME OWER TELEPHONE CONTRACTORS ."UNG ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ii -ng -oo ARCHITECT OR E -JGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 135.00 ARCHITECT OR EVGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS r T A C=TT1$ Energy Plan Checking Fee $ PERMIT FEE $ Z LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF )7 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel IX Utilities ❑ Installation ❑ Other ❑ 11 Describe Work: \TF7,1 L,1TNliCU �id ) , DZ•� SIDI C TNSITTATTON- STTF.—t P,C.K Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.FSING License CIESS LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1< I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. S. SO 3.50FT. NEW NON-a°ES.IOT. MULTI -OUTLET @7,50 OURET CIR. OWELEPPARATUS a R A OUTLET OR FIXTURES Ex. Occup.BAL. 20 ''� o .so Ex. Occup. ouT11XEis R IEs o JE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 hare and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of o -le hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Q X �s� Date �' `� �� _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 173.00 HAZ. D. FEES IMP FLOOD COF PARCEL I PD I HO UE ' This permit is hereby issued under of the Butte County Code and/or indicated ab66 for which fees have By EXPIRE(OITE-D.D.3B.D. the applicable provisions Resolutions to do work been paid. i Date Date rReceiptNOL..PERMIT CAN - S ES A)- INK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-1541 - PN0. (Rev.12/96) APPLICATION AND PERMIT �'� 66m ASSESSOR PARCEINUMBERO l �/ ZONNG BUILDING PERMIT QWKER �" Ne SQ. FT OCC. BUILDING VALUATION OWNfAIIJ M�aEss J `f Sq 6 6 U 20 OR IAO RAL m AO FDlED APPWS. OR Ex. Occup. ourt�s m. EA. C'. Temporary Service 23.00 Mobile Home Facilities 20.00 CONrR4=n NAME TELEPHONE PERMIT FEE S 1MECHANICAL PERMIT I Fling Fee 1 20.00 CONTRA=R'S MAD24 ADDRESS CONSTRUCnONLENDER LENDERS MAILM ADDRESS Fireplace Total Valuation $ ARCHII= OR ENWEER LICENSE N0. Firing Fee $ 20.00 ARCIUIECr OR ENGPIEERT MALM ADDRESS Permit Fee $ Plan Checldn Fee $ ISULLLWGADORESS LP Energy Plan Checldng Fee $ $ PERMITFEE S LorNa SUBDIVISION'S NAME FARDEL MAP •PERMIT Fling Fee 1 20.00 Each Tr 7.00 USEOFSTRUCTURE Solar or heat um water heater 23.00 1 SF EI Duplex O Mobtlehome O Other Water Water piping 15.00 / SPEC" as water heater or v 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New O Addition i7 RemodA Utilities D er O Buildingsewer 15.00 ����Instatlation W Z;X6 I 1 Mobile Hom® S G W @20. 0 Describe Work: � 1 �L ~�t C PERMIT FEE S ELECTRICAL PERMIT I Filing Feel 20.00 Main Service( 200AORLES ) 23.00 *PEWW FEE PAIS SRRA�* SHERIFF AMOVISIT QGCEMb *ice NVAM * TO " !VT zwo Co#mm ReceiptNo. • WMITE•O.D.S: B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 2"A To taDOA 46.00 OR AD`D`NSS.. , DWELLING ACC. i `mss. P.• 9.54pOL r. NON•rmw R®R1 NIST. uiLET @7.50 POWER APP a SINGLE o Ex. Occup. OImJTT OR PomEs 20 OR IAO RAL m AO FDlED APPWS. OR Ex. Occup. ourt�s m. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 1MECHANICAL PERMIT I Fling Fee 1 20.00 8.50 PERMIT FES I S Mobile Home Installation Fee. Is r ergy Inspection Fee $ cc CONSr.TYPR TOTAL. FEE $ HAZ 0. FEES IMP FLOOD. DF CPARCEL PD HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By . Date PERMIT EXPIRES ON . T 1 � Sv�Sc•.�q�:aa�'�'1 ,.,�,;; .� e 4 z. � 1� =` " 1 ��'j � l� � :. � .. ' .: L 1 t L t t 1 , r I I i I i j Y U O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NO ❑ ' HAVE ❑ HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ME: A NN• CITY PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide rtions of this work, but I have hired the following person to coordinate, supervise, and provide a major work:_ NAME: ADDRESS: CITY: PHONE: " CO CTOR'S LICENSE NO. 5. I will provide some of the work but I have con cted (hired) the following persons to provide the work indicated: NAME ADDRESS PHO TYPE OF WORK SIGNED: C PROPERTYOWNER: C 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. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 4Nficel , C. Vi ira, C.B.O., Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. .9 - ol '�r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060441 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN'VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 02/24/2006 APN: 078-040.005-000 the Business and Professions Code, and my license is in full force and effect. License Class : 1 � License Number: 62-7-7 Site Address: 6250 LINCOLN BLVD ORO Date: 7i Contractor: . ( U Map Index: Description: REPLACE ELECTRICAL SERVICE PANEL p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: GRISWOLD STEPHEN ,1 & JANA M to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 6250 LINCOLN BLVD 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95966 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: ABLE PLUMBING AND ELECTRIC. such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one P.O. BOX 7909, year of completion, the owner -builder will have the burden of CHICO, CA. proving that he or she did not build or improve for the purpose of 95927 sale.). 530-899-9009 ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ABLE PLUMBING AND ELECTRIC ❑ I am Exempt under Article 3 of the Business and Professions Code P.O. BOX 7909 Date: owner: CHICO, CA. 95927 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 530-899-9009 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit License #: 627760 is issued. have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy ber are: Engineer: Carrier: lM._r'X ^� Policy #: ( J — coo k ❑ 1 certify that in the performance of the work for which this permit.is Total Square Ft: 0 S.F. issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $0.00. and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the issued 3097 Civ.) Reso uti ns to do work indica d ab ve for which fees have been paid. 6 performance of the work for which this permit is (Sec lS� Vt Date: By. nl I 1 l U Name: t�) �~L-1-In r/7 PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California. Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly au orized gent 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 o any fficial f rm or 'gent of Butte County. I hereby authorize repre entatives of Butte County to enter upon the above mentioned property for inspection purpos I•C'✓" Print Name: c ) ( l.Qit/t..0 Signature: / Date: �lT�ll�6 ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 0 0 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 "PLEASE PRINT CLEARLY" OWNER Last Na First Name AddrestZ SO ( _1"n1-_CXV1 wv City � Uv tt State Zip Phone�- Fax E-mail APPLICANT NAME CONTRACTOR Name City Address 0 7 Ci Fax Stat, Zip 45-Z,2 Phorp,Ff _a�Qp Fax E-mail Planner Lic. t ?- bb Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail I A PL I AN SIGNATURE X � For office use only: Zoning Pr erty Address Z 5o L,`� vcQ Flood Zone Cross Street SRA I Yes I No Occ, Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMEN 15 PERMIT NO. BFO(�Ogj BIN # LOCATION AP# Orn _ n qn- Pr erty Address Z 5o L,`� vcQ F&V)l� Cross Street 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 I Description or Scope of Work:,[t� 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 by: K Amount: 55 �� Bldg SRA Receipt #: •�Iq JD Sheriff SMTP K:\FORMSWILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Other Date: 12117 Total 11 REV 6-16-04 11 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. . 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KIFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 SH'T PLAN' .... . ..... .. . ............ ............ . ........... ...... 7' ----- ------:: ?.._. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i-4. 1. ............ - - - - - - - - - - - - - - - - ....... - - .. - - . . .. . . . . . .. . . . . . . . . . . . . . - - - - - - - - -- - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . •. . . . . . . . . . . . . . . . . •---? . . . . ; ------- ------ ...... ------ ...... ............. .......... . ..... ..... ..... . ..... . ..... ..... ...... ..... ...... . ..... ........... . ..... . ........... . ..... ..... ...... ..... . . . . . . ..... * . ..... ..... . ..... 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Name Address / Phone No. .: . Site Location Contact: *Name IMINIMI Scale: 1" = 0 Cbv TTFo FOR OFFICE USE ONLY Zoning - O 0 0 General Plan Desig.- ON Size Acres. 6dchar 23, =3 4.OW PROVIDE FOR ALL ADJACENT PARCELS SIZE ZONING: GEN PLAN: USES: ..r HAJENP4DLS � - -_ - _ ' ��•�{� (� ;. .� � - I _ Since /9d4 BLUE HAVEN OFFICE- _... C (n j? r XC��S'W.t_ _ .�; j tr-s .�a .i __{._.. . 0,�� e44 i V� F� -u APPROVED Butte County �Mlmevital Health EN14RONMENTAL HEALTH JAN 2 6 2006 7 COL:IM CENTER DRIVE 3. AcctS� V/t ck t wy�+ruure _ j j - �` GENERAL POOL SPECI EXCAVATION CDs Front Ir Bob Cat Shuttle Remove Dirt TJ1 Remove Stump(s) w/o Remove Fence Replace Fence Remove Concrete S.F. Sawcut Concrete \ Ft. STEEL Expansive Soil Steel Pattern SH PLUMBING Filter Run Fig: Return Lines P -Trap _ B/Wash Line Gas Line 4 _Fig Drill Drive 6 ELECTRICAL Run By Qr� _ Fig GUNITE Love Seat 7 ' Swim Out Ext. 2nd Ste 0� R.B.B. in. X Ft. R.B.B. in. X Ft. COPING Type CrOa!Q _ TILE Type S r*i Spa Dam nAS Accent Tyle t+ . (Temp.# DECKING Type ao color Risers Footings Ab Mastic Drains /-AD EQUIPMENT Filter Jype - Size 0 Pump HP c 2 So 1 So Smart Box Yes Smart Pure Yes M Smart Light 500 W Light Yes Smart Vac IIc Yes No Heater BTU . Nat Pro iCo Div. Board F 1 k? c c Slide Water Featur I , {i PLASTER w` t Color SPA /VO CV,.. Size In Out Plumbing Run Dam Wall Length Number of Jets Blower Hp Yes _ No Remote Model # Spa Side Switch Yes No Smart Light Yes No 100 Watt Light Yes No YER _Initials • Approve above specification • Approve equipment location ; ✓ : " - t • Understand that decking shown is or Illustration purposes only and. understan at they ar to re a - we square fe tt of deck. Signatu►�`-(;`-�— Date Prepaired Especially For: ' Street city Or' -Out i.Z Home Phone 3 d U qC Designer Q ! I nt - .. Rlnrk Tract Mapsco No. zip Work Phone 3-7a 15- 7 Z Job No. SITE PLAN j.... i.... .. .. .. - -.f.............................. .. .j. .. ...j. .. ...j... .. .. ..................... .. .. ... .. .. ...j......}...........j...........{............ i.....;...... s......�...:. r...._.a......: .. .. ................ . .. .............. ............. . ....... ............. .. .. ............. .. .. :. .. ------ .. .. ------ .. .. ............. .. .. .. .. .. .............. ............. .. .. .. .. .. .. .. .. ... . .. .. .... .. . .. ..------j....... ... .. .j......i.................. ... .. .... .. ............ .. — .. .. .. .. .. .. .. .. .. .. .................- .. .. .. .. .. .... j.. ............. .. .. .. .. ..................... .................... .. .. ... .. .. .. ...... .-----i.............................�......:.... ..........................: ..:...... j......:...........:......:... _....... ...... :....... ........ .. .. .. .. .. - .. .. ............ .. .. .. .. .. .................•� • .. ..- .. ... .. .. ....................... .. .. .. .. .. .. .............. .. 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V. .. .. .. ............ .. .. .. .. .. ........... .. ._ PRO. •� .. .. .. ... .. .............. ....... ............................. » '.... ............ ............ .. .. .. .. . •• .. .. - - - - .. .. .: ............ ...... . .. .. .. �= .. jo.: ... . ............................ .• .. • .. •. .. .. .• .. .. .• .............. .. .. •. .. .. •• .• .. .. .. •• •• .• .• ... .• .. .. .. .. .. •�' •........ .. .. .• .. ............. .. .. •. .. • •• •. .• .. •. •. ............. •...t. • .. .. .. .. .. _ .. ............ .. ................... .. .. .. .. .. .. .. .. .. .. .. ... .. .. ... .. .. .. .. .. .. .. .. .. .. ............. .Oe: �.:..:...... .. :� 9 - - s.......... _ .. . '. . . . ... . ............ ...............: ..... ...... :: . . . . . . . .. . . .. .. .. .. .tA- .. .. .. .. . ........................... . . . � O .. .. ..... .. .. .. ........................ .. .. .. .. .. .. .. .. .. .. .. .. ... .. ..:.. ••� .. ............ .. ......................... .. .. Fae� . . . . . ..... .......... ..: ............. .. .. ............. .. .. ... r................... .. _ .. ............. .. .... .. .. .. •.:•• .. .. .. .. ............. .. .�+ ....._.....»...........»... ..........».. _......... .... ........ :•�• ... ...» . ». ..»..... .......... —..... _............._................................. ............ .......................... ................... — ........... ......... ........... »............ ...... —..... _............ ...... _.......... �' .»..................»....:..... .:................................. Assessors Parcel Number: Fol0 — Owner.Name Sfie, / e jovN( Address / Phone NO. _t._ .. ® KI Scale: 1".= �bo Gi-1 S,W0 lei. Site l_ocatinn -Qr_-QL-f-6 Contact: 'Name . G?•6f`c�,_ Phone M Oda 23,2P03 FOR OFFICE USE ONLY Zoning - General Plan D.esig: Si7.P, Ac ret 4.OW .. PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES. WYEW&RE POFISIBI t a !o be fenctad. r local` a -� ,. -_, BLUE HKAEN P�DLS s to be sett-cl Ing and sett latching. %%��, IVY t down GUNIT ce daily forseven da�/s - , * 'iGhi+i w :k� '1F.#h . T,:.+ +'Xt xaiMR . w-. Jint°h r { "•- -- S ce 1954 BLUE HA VEN OFFICE: llW.:4�_ Acm0. r i' 078 3� Nit 07 ZR BUTTE COUNTY P...... ........... .... ►'r X > s,4 BUILDING DIVISION APPROVED GENERAL POOL SPECIF CATIONS: (Temp.# Erm EXCAVATION DECKING 9G�Ils Front Ir Typeau t I Bob Cat Shuttle amu, Color Remove Dirt T it 4 ti:= Risers I Remove Stump(s) _ala Footings I - Remove FenceMastic Replace Fence Drains I Remove Concrete S.F. I Sawcut Concrete —hk _Ft. EQUIPMENT ------ - ... Filter Type Size Jr�O STEEL Pump HP s 2 Sp 1 Sp Expansive Soil Steel Pattern BH Smart Box Yes t1b PLUMBING Smart•Pure Yes lao Filter Run Ftg: Smart Light Return Lines o C 500 W Light Yes P -Trap _ B/Wash Line Gas Line _�Ftg Smart Vac II ' r Yes No Drill Drive , Heater BTU Nat Pro Div. Board F -it 4 1? o c ELECTRICAL Slide ' Run By 9G FtWater Featur —_ 9 GUNITE X m !' Love Seat 7 Swim Out (tt PLASTE f l.J` _ Ext.2nd Ste Color _ R.B.B. in. X Ft. SPA f"6r� R.B.B. in. X Ft. Size In Out COPING Plumbing Run . i Dam Wall Length Type t-cOn }Q'fil", Number of Jets TILE+ Blower Hp i . Yes _ No Type S� Remote Model # Spa Dam n!ra j Spa Side Switch Yes No Accent Tyle_ Smart Light Yes No ! 100 Watt Light Yes No BAYER _Initials • Approve above specification - 1 ✓ �< • Approve equipment location • Understand that decking shown is or illustration purposes only and underst3Dd ltat they ar to re e 0 square fe t of deck. Signatu ; " \ Jr d6 Date _ Prepaired Especially For: Street Co Z 5-o 4 tr h "Y1 n t ; � G.)-(aG.)-(aCity t ` �.Q r Zip o 0 Home Phone � 3 d Q Work Phone 70 15- Z Designer{ Lot Block Tract Mapsco No. Job No. ter 111