Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
040-640-047
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 5 TAIGE WAY Owner: Permit No: B07-1531 APN: 040-640-047 BRIAN MARSHALL Issued Date: 08/23/2007 By KCG Permit type: MISCELLANEOUS 5 TAIGE WY Subtype: Private Garage/Shop CHICO, CA Expiration Date: 08/22/2008 Description: SHOP W/ATTACHED CARPORT (8 (530) 342-0941 Occupancy: Zoning: SR -1 Contractor Applicant: Square Footage: BRIAN MARSHALL BRIAN MARSHALL Building Garage Remdl/Addn 5 TAIGE WY 5 TAIGE WY 864 CHICO, CA CHICO, CA Other Porch/Patio Total (530)342-0941 (530)342-0941 480 1,344 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $233.56 DBMSC Garage/Shop/Strge Wood F $350.34 DBSMIP Residential $2.84 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires BRIAN MARSHALL / / I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 08/23/2007 Contractors Signature Date WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or less.) I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ,D,-,- 08/23/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY 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. (3097 civ. code) Lenders Address City State Zip Total Charged: $662.44 Fees Paid: Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: �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 License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this 08/23/2007 Owners Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the Property owner or am aut onzed to act on the property owners behalf. 1M rlv S 4t C 1 (08/23/2007 NOwner ❑ Contractor OR. Agent for Owner DAgent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION L Name C I C I F' t Name r % CA Mailing Address S Tqe ltiq City C 6 StateC Zip S� Z Phone j`� Z _ 001Lfl Fax %c) E-mail r o% V-, -,_ m °t r s 1 % C. I (® Of Vt e,�_ CONTRACTOR Name - Address City State Zip Phone Fax E-mail State LicVT Dl T�r Class ARCHITECT/ENGINEER Name �h ` 1A V� 1• Address _SOLI1 Cs AL e su, 3 City c1n C v State G Zipq s i- U l Phone %9z, Z �O CI Fax (KI 3` 0 5s E-mail State LicVT Dl T�r APPLICANT SIGNATURE X PROJECT LOCATION AP# ��(U-640-0Ll Property Address -5 -t a e— City ki � C0 E4 PERMIT NO. BIN # I 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 DESCRIPTION OR SCOPE OF WORK: APPLItANTINFORMATION Name 1M S ow0 e -- Address No City Type Const. State Zip Phone Sq FT- Living Garage Open Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION AP# ��(U-640-0Ll Property Address -5 -t a e— City ki � C0 E4 PERMIT NO. BIN # I 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 DESCRIPTION OR SCOPE OF WORK: 2�-IrX Sbr' � b���• FloodZone SRA Yes No Occ. Type Const. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits A ❑ Proposed Change of Occupancy (Note previous use): l For office use only: Zoning FloodZone SRA Yes No Occ. Type Const. SRA C(/S-j CA rl--b 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. I PERSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENTO`OR NO) I VE 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: 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: ADDRESS CITY PHONE CONTRACTORS LICENSE NO I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: SHOP W/ATTACHED CARPORT (864) COV (480) Reference Number: B07-1531 Applicant Name: BRIAN MARSHALL Owner's Name: BRIAN MARSHALL AP # : 040-640-047 Signature of Property Owner: ,- Date: -) -(&-o 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. D 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 (not yet issued) must be requested within two years 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 of $54.99 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 hitp:Hmunicipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1531 Location: 5 TAIGE WAY Parcel Number: 040-640-047 Date: 7/16/2007 Owner Name: BRIAN MARSHALL Phone: (530) 342-0941 Description: SHOP W/ATTACHED CARPORT (864) COV (480) Signature of Property Owner: 6_./� Date: 7/16/2007 FILE 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 i O 0 O 0 tf�N National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1531 Date: 7/16/2007 Location: 5 TAIGE WAY Parcel Number: 040-640-047 Owner Name: BRIAN MARSHALL Description: SHOP W/ATTACHED CARPORT (864) COV (480) By: KEJ Sub Type: Private Garaee/Shop Phone: (530) 342-0941 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: ` Title: . 0 FILE Date: 7/16/2007 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1531 Job Address: 5 TAIGE WAY Contractor: BRIAN MARSHALL . 5 TAIGE WY CHICO, CA Printed: 7/16/2007 9:16 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee DBMSC Garage/Shop/Strge Wood F 0021-540013-4614901-1010 $75.70 7/16/2007 $75.70 DBF Garage -Wood Frame Plan Che 0010-4400014210500-1010 $350.34 DBSMIP Residential 0010440001-4210500-1010 $233.56 7/16/2007 $233.56 1001-0-280-1011298 $2.84 662.44 - $309.26 Printed By: Alice Mefford Bala>ace Due: $353AS . At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: A-E; Date: 7/16/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). g v oJji g 0 / - - - - - - - - - - - - - AY s�oeo i I I B in a A i ' f i AiN AM 1 tem N f4� °M -fl NE6d %OF EVILDIN6 I' M- M BRIAN MAR5HALL 5 TAICE KAY, C.HICO, CALIFORNIA AP*: 040-640-047 NOTES -. RESIDENTIAL PERMIT N0�040-640-010 OS -1145 PARSLEY, DARREL SPEEDWAY, CHICO Cont: REYNOLDS I NEW MASONRY FENCE 300' er SPECIAL CONDITIONS SRA t FLOOD CERTIFICATE REQ: FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS.. VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER R JOB FINALED (Date) 9 �� Signature CHECKED BY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds 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 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor. 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 10 construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's 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 therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ❑ 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 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 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). rJ 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 (hereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 a`m� Exempt under Article the, B-u`sm�aofessio Code Date: (' —Q Owner: �-"`�\ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for 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 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy PERMIT NO. BP051145 Issued Date: 07/08/2005 APN: 040-640-010-000 Site Address: 132 SPEEDWAY CHI Map Index: Description: masonry fence / wall 300' Owner: PARSLEY DARREL A & JOANNE W 6280 BENNETT RD CHICO, CA 95973-9437 Applicant: C REYNOLDS FOR MASONRY 405 GRAND AVE OROVILLE, CA. 95965 530-233-8310 Contractor: C REYNOLDS FOR MASONRY 405 GRAND AVE OROVILLE; CA. 95965 530-233-8310 License #: 803798 Architect: Engineer: I 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' C compensation provisions of Section 3700 of the Labor Code, I shall \ forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensati 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.attomey's fees. CONSTRUCTION LENDING AGENCY This permit is her is I hereby affirm that there is a construction lending agency for the Resolutions to work performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By. Address: PERMIT EXPIRESON ythe appy.abip provisions of the Butte County Coda anWor above fo wh' h fees have been paid. Date: O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. El Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance—of any official form orent of Butte C nty. I hereby authorize representatives of Butte County I, upon the above mentioned property for inspection pu es. Print Name: C`�' �\ �L�—ori' ( Signature: �i�� Date: ^Q Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor J=OK o= Not OK - = NotRy le . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date . Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connect& 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 . Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg- Frg- Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light.Niche 12. Enclosure; Fencing -Alamos Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 -� J=OK 0= Not OK - = Not Applicable . =Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ /" Ftg. Depth 4. Ftg_, Porches & Decks; Soils -Steel-/ /" Ftg. Depth S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Sizel /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. WV. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FFI.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InsUdJDrive 0 Yes 0 No/Walks 0 Yes O No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: NOTES RESIDENTIAL 040 0 05-1146 PERMIT NO{' -PARSLEY, DARREL 1 132— SPEEDWAY, CHICO x. Cont: REYNOLDS' I ' NEW MASONRY FENCE 200' i 7 i SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY 'F JOB FINALED (Date) s4 _ Signature � r• R 'F JOB FINALED (Date) s4 _ Signature BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net%dds PERMIT NO. BPO51146 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/08/2005 APN: 040-640-010-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 132 SPEEDWAY CHI Date: Contractor: Map Index: Description: masonry fence/ wall 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 PARSLEY DARREL A &JOANNE W permit to construct, alter, improve, demolish, or repair any structure, prior Owner: to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 6280 BENNETT RD the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO CA she is exempt therefrom and the basis for the alleged exemption. Any 95973 9437 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: C REYNOLDS FOR MASONRY 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 405 GRAND AVE year of completion, the owner -builder will have the burden of OROVILLE, CA. proving that he or she did not build or improve for the purpose of 95965 sale.). 530-233-8310 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: C REYNOLDS FOR MASONRY ❑ 1 am Exempt under Article of the Busines an fessions Code bs 405 GRAND AVE Date: owner: OROVILLE; CA. 95965 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 530-233-8310 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit License #: 803798 is issued. ❑ I 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 number are: Engineer: Carrier: Policy #: I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Total Square Ft: 0 S. F. l Valuation: $0.00 and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith comply with those provisions. Date: Applicant: I V WARNING: Failure to secure workers' comp ation 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 h eby issued un' the appy . ble rovisions of the Birtte County Code anNnr I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions do work i is d above f wh*lees have been paid. �n Name: By: %Date: PERMIT EXPIRES ON: Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. d 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.' 1 hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance any official form or docu ent of Butte County. I hereby authorize representatives of Butte VbPJer upon the above mentioned property for inspection purpo s. \County Print Name: �� T"� d`'� �J Signature: —Q _ Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor = OK = Not OK = Not Ready Applicable ®BIL E HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-ConnectoP 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. . 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg- Frg- Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext_; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Cana B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg.,Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or Al -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform ff Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51" Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-UnderfIr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.1. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit" Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Fib.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following lnstldJ[Mve O Yes O NoMalks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85" A_C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-754,1 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BPO51145 LICENSED CONTRACTORS DECLARATION �' I hereby 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: 07/08/2005 APN: 040-640-010-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 132 SPEEDWAY CHI Date: Contractor: Map Index: Description:, masonry fence / wall 300' 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: PARSLEY DARREL A &JOANNE W 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 6280 BENNETT RD the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95973-9437 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: C REYNOLDS FOR MASONRY 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 405 GRAND AVE year of completion, the owner -builder will have the burden of OROVILLE, CA. proving that he or she did not build or improve for the purpose of 95965 sale.). 530-233-8310 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: C REYNOLDS FOR MASONRY ❑ I am Exempt under Article the Busin rofessio Code % Date: ——QSowner: 405 GRAND AVE OROVILLE; CA. 95965 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 530-233-8310 ❑ 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 #: 803798 is issued. ❑ I 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 number are: Engineer: Carrier: Policy #: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to Total Square Ft: 0 S. F. / Valuation: $0.00 become subject to the workers' compensation laws of California, 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. Q Date: "— f \„A\ Applicant: WARNING: Failure to secure workers' compensate 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.attomey's fees. ' CONSTRUCTION LENDING AGENCY This permit is her,eK issued e e appyfib!p provisions of the Butte County Coda anrUOr I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to 767 above fo wh' h fees have been paid. Name: By: Date: Address: PERMIT EXPIRES N: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. Cl Notification in accordance with Section 19827.5 of California Health 8 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 agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanpe.Qf any official form or ent of Butte C nty. I hereby authorize representatives of Butte County t r upon the above mentioned property for inspection purIqes. Print Name: (moi\ �- Signature: Date: _ ^Q Owner 13 Contractor ❑ Agent for Owner ❑ Agent for Contractor s 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 OD A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **" V�. PLEASE PRINT CLEARLY** CONTRACTOR Name OWNER Last Name State Zip First Na Address E-mail y�y%GAW City / State Zip Phone_ D Fax E-mail CONTRACTOR Name Address � /I O City // ��C� State Zip Phone j Fax ��� _ 9� (!D/ E-mail Lic. #Y,,3 Class APPLICANT NAME ARCHITECT/ENGINEER Name Address Address City City No State Zip Phone 9 Fax E-mail Page State License Number APPLICANT NAME Name G /5 Address Flood Zone City State No Zip Phone 99 _ 3 / D Fax 9 E-mail Map Book APPLICANMdNATURE X For office usa4%: AP#e�, Leo— Zoning City G 8/ CCU Flood Zone SRA I Yes No Occ. If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Type Const. Subdivision Name Name Map Book Page Lot It Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc 0 PERMIT NO. // y BIN # LOCATION AP#e�, Leo— Property Address P&2Fk_) G1/ City G 8/ CCU 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 Page 1 of 2 Description or Scope of Work: 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 byV__'7 Receipt It. f id q<(amuL Date: Amount: 66 Bldg SRA Sherif SMIP Other Total REV 2-24-05 kvNJ6 SUBMITTAL & PERMIT REQUIREMENTS I' If The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed -by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy), ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Butte County Department of Development Services TtF YVONNE CHRISTOPHER, DIRECTOR °° d i °° LO 7 County Center Drive ° ° Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: WILLDAN ' FROM: Scott Rutherford (530) 538-7160 srutherford a)buttecountv.neL SUBJECT: Plans t ` Transmittal For Review Per Contract O z DATE: 5/3/2005 Applicant: Parsley, Darrell Permit No: 05-1145 Project Type: Masonry Fence APN: 040 100% 70% Cx40-to40-0t U Plan Check Fees $ 66.00 $ 46.20 $ 66.00 $ 46.20 WILLDAN Fee $ 46.20 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other ;r. 0 . > COUNTY OF BUTTE -DEPART /\ DEVELOPMENT SERVI E - h. _ C S BUILDING DIVISION 7 County -.Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 1 OWNER: G PJ'00k_/-�-a 4'7 � ASSESSOR PARCEL NUMBER C� V '1 Proposed Building Use: Mtf' 5��/r'� W0 �/�..� Permit Technician: �� �'IDate: v 6 \Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \T� l N 1. Site plans, 3 or 4 sets, signed :by the preparer of the plans. (0 q0 \� /w 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. L9 fJ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped a s ed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. - Hazardous Material Form IL IL ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other When issued Telephone U� J 'f5 �� (� and hold for pickup. I have been informed of he above items and requirements for obtaining a building permit',� �-- Applicant: Date: 1. Index permit application fgvt e above items numbered: Plan Check Leiter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date`: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: 1" , -iDale: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Remaining items needed to issue the permit. (M quire additional plan-revi upon receipt of the following items.) ❑ 15. Sanitation and site plan approval from,the Environmental"Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers .....................p .....�..If ....ti .`.......... ❑ 17. ..:,,;:............................. Agricultural Buffer cir and site Ian r from the A @ommissioner Sent by ❑ . 18. Soils Report and/or Engineered Foundation requited.; ......................................... °. ❑ Erosion Control Plan Required .............. ................................................... 20 ees as shown on the attached Schedule`of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ California Department of Forestry plan approval ❑ paid. Sent by: Planning approval for (A) Use: �(B)Parking: (C) Parcel Check: ..:.�� ' ❑ �. 25. Contact Land Development about _ Improvements, _ Drainage ........................ / N 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone U� J 'f5 �� (� and hold for pickup. I have been informed of he above items and requirements for obtaining a building permit',� �-- Applicant: Date: 1. Index permit application fgvt e above items numbered: Plan Check Leiter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date`: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: 1" , -iDale: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 'oosI►u S COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES —BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE -(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER RV95 &-*"-7 Z)A/24411L PROPROSED BUILDING USE ?91f5&--4'T?i W/1 I(— 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.). Sq.Ftg. X $0.03 = $ 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP 9. OTHER 10. OTHER 11. OTHER A.P. # DATE��—� RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plqp checking pr�yss. APPLICANT DATE�— Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) �vT7' �a C Department J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN' ACRE] Project Description: Project Location and/or Parcel Number: W ® tro - 6 (/0,e)/0_ 1 , i G*z c0 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the 'State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. _ , . . Signed: Title: <u"'J, •� Date: —2 Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 .... N�- WILLServing ,DA�N June 23, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX 2399 Gateway Oaks Drive, Suite 210 Sacramento, California 95833 916/924-7000 fax 916/924-3644 www.willdan.com BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-1145 & 05-1146 Assessor's Parcel No: 040-640-010 Description: Parsley Mansonry Fence 200' and 300' Willdan Project No: 14353-1614 & 14353-1615 Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: �k Plans: Two (2) copies sheet 2 dated 11/30/04, by MER Consulting; and two (2) copies sheet S-1 dated 06/2005, by NorthStar Engineering. * Structural Calculations: Two (2) copies dated 04/27/05, by NorthStar Engineering. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: Part 2, known as the California Building Cod and abbreviated herein as CBC. Sincerely, Imihael Ng, P.E. Plan Check Engineer Cc: Alice Mefford amefford@buttecounty.riet Northstar Engineering 20 Declaration Drive, Chico, CA 95973 `. Darrel Parsley, 6280 Bennett Road, Chico, CA 95973 -r Nort'. r ENGINEERING. Civil Engineers • Planners • Surveyors STRUCTURAL CALCULATIONS PROJECT: 8' Landscape Wall LOCATION: Speedway Avenue, Chico, CA _?,o F E S S/0/� OWNER: Daryl Parsley , JOB NUMBER: $934 ; v 5 90 c m Or rn DATE: April.27, 2005 T OF CODES: California Building Code, 2001 Edition CODE ENFORCEMENT: Butte County LOADS: Seismic Zone: 3 Wind Speed: 75 mph Exposure: B (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Page 1 of 15 BY: JMR 4/27/2005 JOB NO: 8934 PG. 2 OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (630) 8934600 PARTIAL LATERAL DESIGN FOR SIGN FOOTING BASED ON THE 2001.CALIFORNIA BUILDING CODE. LATERAL'LOADS: WIND: EXPOSURE - B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 -15' 0.62 Cq*gVCe = . 0.0117 KSF 15'- 20' 0.67 = 0.0126 KSF 20'- 25' 0.72 = 0.0136 KSF 25'- 30' 0.76 = 0.0143 KSF 30'- 40' 0.84 _ 0.0158 KSF 40'- 60' 0.95 = 0.0179 KSF 601-80, 1-.04 = 0.0196 KSF 801-100, 1.13 = 0.0213 KSF SIESMIC LOADS: V=p*.7*Ca*1*W (.PER EQUATION 34-1 ) _ .252W WHERE Ca =.36 PER TABLE 16 - Q AND p =1.0 PER 1634.1.2 V = (.252 / 1.4) * W ( PER EQUATION 12 -13) = .18W BY: J ► I I� DATE: Q- IrJ JOB NO: PAGE 3 OF N M a N u 3'-0' NorthStar ENGINEERING Civil Engineers -Planners -Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 ROUND GROUT CAP 2 - *4 BOND BEAM WITH 32" LAP a SPLICE 530-893-1600 FAX 530-893-2113 -'- $4 HORIZONTAL 0 32' OG- WITH 32' LAP 0 SPLICE "�"04 VERTICAL A 48" O.C. WITH 32" LAP AT SPLICE 6" CMU f % a MOO PSI, MORTAR f'c a 000 PSI TYPE %', GROUT Vc a 2500 PSI 0 28 DAYS CENTER STEM ON FOOTING $5 VERTICAL 0 Vol O.C. EXTEND 32' ABOVE TOP OF FOOTING / UNDISTURBED SOIL =111 I— 2 - 95 CONTINUOUS /CONCRETE FOOTING WITH Pc a 2500 PSI a 28 DAYS 8' LANID5CAPINIG WALL NOT TO SCALE • To specify your own special title block here, use the "Settings" screen and enter your title block information. = 965 psf ACI Factored @ Heel Title : Reynolds Masonry Job # • 8934 Dsgnr. JMR Date: Description.... 8' Landscape Wall This Wall in File: c:Up6lreynolds masonry.rp5 Pages _ APR 27,2005 RetainPro Version 6.0 Cantilevered Retaining Wall Design = 0.6 psi OK Build Date :10 -SEP -2001 c 1989-2001 Wall Stability Ratios 421.2 Overturning Criteria Sliding Soil Data - Footing Dimensions & Strengths Retained Height = 0.50 ft Allow Soil Bearing = 1,5.00.0 psf Toe Width = 1.25 It Wall height above soil = 8.00 ft Equivalent Fluid Pressure Method Heel Width 1.75 20.00 25.00 Heel Active Pressure - 30.0 psf/ft Total Footing Width - 3.00 Slope Behind Wall = 0.00:1 Toe Active Pressure = 30.0 psf/ft Footing Thickness = 12,00 in Height of Soil over Toe = 6.00 in Passive Pressure = 250.0 psf/ft 85.00 85.00 psi Soil Density = 110.00 pcf Water height over heel = 0.0 ft Key Width = 0.00 in None Spec'd 1,500 Fs Key Depth 0.00 in 20,000 Solid Grouting FootingllSoil Friction = 0.400 Key Distance from Toe - 0.00 It Wind on Stem = 11.7 psf Soil height to ignore , No Modular Ratio'n' = 25.78 for passive pressure = 12.00 in fc = 2,500 psi Fy = 60,000 psi 1.330 1.330 Equiv. Solid Thick Footing Concrete Density = 150.00 pcf 5.60 Masonry Block Type = Medium Weight Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Design Summary Stem Construction Top Stem 2nd Fy psi = Stem OK Stem OK Total Bearing Load = 1,091 lbs Design height ft = 2.00 0.00 ...resultant ecc. = 5.49 In Wall Material Above "Ht" = Masonry Masonry Soil Pressure Toe = 696 psf OK Rebar Sizesse Rebar Size 6.00 6.00 # 4 # 5 Soil Pressure.@ Heel = 31 psf OK Rebar Spacing 48.00 16.00 Allowable= 1 X500 psf Soil Pressure Less Than Allowable Rebar Placed at r,,•,,;,,,, n -4 - Center Center ACI Factored @ Toe = 965 psf ACI Factored @ Heel = 43 psf. Footing Shear @ Toe = 6.0 psi OK Footing Shear @ Heel = 0.6 psi OK Allowable =, 85.0 psi Wall Stability Ratios 421.2 Overturning = 3.15 OK Sliding = 6.29 OK Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 93.6 lbs less 100% Passive Force = - 156.3 lbs less 100% Friction Force = - 432.2 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 :1 Stability = 0.0 lbs OK Footing Design Results 20.00 25.00 Toe Heel Factored Pressure = 965 43 psf Mu' : Upward = 779 174 ft-# Mu'-: Downward = 271. 271 ft-# Mu: Design = 508 97 ft-# Actual 1 -Way Shear = 5.96 0.57 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Speed Key Reinforcing = None Spec'd fb/FB + fa/Fa = 0.889 0.688 Total Force @ Section lbs = 76.1 93.6 Moment... Actual ft-#= 247.2 421.2 Moment.... Allowable ft-#= 278.1 474.2 Shear..... Actual psi = 2.5 3.3 Shear..... Allowable psi = 25.8 25.8 Lap Splice if Above in = 20.00 25.00 Lap Splice if Below in = 20.00 7.00 Wall Weight psf = 58.0 58.0 Rebar Depth 'd' in= 2.75 2.75 Masonry Data Pm psi = 1,500 1,500 Fs psi = 20,000 20,000 Solid Grouting = Yes Yes Special Inspection = No No Modular Ratio'n' = 25.78 25.78 Short Term Factor = 1.330 1.330 Equiv. Solid Thick in = 5.60 5.60 Masonry Block Type = Medium Weight Concrete Data fc psi = Fy psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S • Fr Heel: Not req'd, Mu < S' Fr Key: No key defined 10 specify your own Title Reynolds Masonry Page: Gi z special title block here, Job # 8934 Dsgnr. JMR Date: APR 27,2008 • use the "Settings" screen Description.... and enter your title block 8' Landscape Wall infomwtion. Wall in File: C*Vp"ynolds masonryrpti RetaiThis Version 6.0 Cantilevered RetainingWall Design 9 Build Date: Build Date : 10SEP-2001, (c)1989 2001 Summary of Overturning & Resisting Forces & Moments .....OVERTURNING.... .....RESISTING..... Force Distance Moment Force_ Distance Moment .Rem lbs ft ft-# lbs It ft-# Heel Active Pressure = 33.8 0.50 16.9 Soil Over Heel = 68.8 2.38 163.3 Toe Active Pressure = -33.8 0.50 -16.9 Sloped Soil Over Heel = Surcharge Over Toe _ Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Apal Deed Load on Stem = 0.00 Load @ Stem Above Soil = 93.6 5.50 514.8 Soil Over Toe = -68.8 0.63 43.0 Surcharge Over Toe= Total = 93.6 O.T.M. = 514.8 Stem Weight(s) Earth @ Stem Transitions _ 493.0 1.50 739.5 kesisting/Overtuming Ratio = 3.15 Footing Weigh Vertical Loads used for Soil Pressure = 1,091.1 lbs = Key Weigh = 450.0 1.50 675.0 Vert. Component Vertical component of active pressure used for soil pressure Total = 1,080:5 lbs ILK= 1,620.8 + �T' U40-640-047 T T � ' r M 06-1755 / i MARSHALL, BRIA14 N O T E S TAIGE WY, CHICO Cont: OWNER ,COUMta. e L lj 1\A j�,,/V 0J/ I NSF/GAR/DECK(COV) z J,�� & RESIDENTIAL // 9Miii, APN: Permit No. Owner. i Site Address: Contractor. Type of Permit ;i 41&0�vAy evt u OFFICE COPY a ! Address ~� { .h _ } GAS �(,+y i Meter By DatV .� + V ELECTRIC .t i Da { j), 1 ('t Of i Meter By � � ' dJ V CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMrr CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE J08 FIFIAL.ED: SIGNATURE. s•. r Y. .. r • 4 4 i r` a e. q3 OFFICE COPY a ! Address ~� { .h _ } GAS �(,+y i Meter By DatV .� + V ELECTRIC .t i Da { j), 1 ('t Of i Meter By � � ' dJ V CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMrr CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE J08 FIFIAL.ED: SIGNATURE. s•. • = OK 0 = Not OK MANI)FACTURED HOMES DATE I Li PERMANENT FOUNDATION U SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C10-Concrete 4 Wtr. Loctn Test-Easeinent Needed -Regulator 5 Elec Loctn-DIrncs-Gmd 'Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LPQ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtri£ Sewer Connected -CIO to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation [� 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers oea gs o'A did. MISCELLANEOUS- DECKS-COVERS-CARPORTS•GARAGES _ 1 ZoningSetbacks-Easements 2 Figs; SoilsSz-OpthSpacing-CnnctM-Wel _ 3 Decks. Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails _ 4 Wood Awn; Posts-Beams-Rftm-C_nnctrsShthg. Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice4Decal-Encisrs _ 6 Carports; Wndws-Doors 7 Electric _ 8 Frmg; Sills-AnchrsStuds4fts Tnisses _ 9 Siding; Nail-tng-VeneerStucco-Lath _ 10 Roof; Shthg-Roofing _ 11 Ext; Steps -Doors -Landings 12 Braced Wali pnls d 1 Setbacks -Easements 2 Soils; -CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men-L)ning 4 Elec Rcptds/Ung; Distance -GR 5 Elec pool 4ting; l5 volts-GFI ' 6 Elec.Enctsrs; Conduit Entries -Terminals -listed 7Elec Bonding; Metal w/5'-Crcltnggp- EHtr 8 Elec Grndng; Egp.w/5' Crcltng Eqp-Pool ightg I `• Barg-Enclsrs-pnlboards . nsuitn to Main Conduit " 9 Health Dept Apprirl 10 Pimb; Cir Te$t Wtr Supply Test 11 Lt Niche :... 12 Endsr. Fencing -Alarms 13 Bonding. Diving board or Slide lop 4t Pool Drawing RESIDENTIAL (S DATE NDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Sails-Elec Grnd Ftg Dpth 3 Ftg Garage; SoilsSteel-Elec Grnd Ftg Dpth 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fail -Fitting -Test -2 -way CIO -Sewer Test f10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12. Elec Undrgrnd 13 Plenums i Ducts; Clrnc-MaterialSupport4nsultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Ace & Vntitn 16 Insulation DATE AMING P'S & �" Wqlls'Pcoper Materials A '. - & Studs -Nailing Spacing &Braces Plates -Sound 'L14Be mg Walls over Girders & fir Nailing 20 ft Stop in Walls (rat Proof) IVead s; Furred CeilingsStairs-Chasers Tubs 8 Beairhs�i &' Bearing'I ko _.sf-RftrTjes-Purlin-RoofBrac- Shthg t s or Type A Flue=F ' Ic Throat Cimc Ace; Sz &•Rini Pi't�t-Draft Stop -Ins Baffles Wndws or Editing DoorsS t &Dimensions �.� Garage Fire Prtctri Friming-RioffiAnnel 29 t9oty'Line Firewall & Opngs' . 38'-xxt D rs-One T -Check Garage 3rd Story, 2 Exits 31 S rs; Width-Hdrm-Rise-Run4:anding-Fire Prtctn IVd on Roof Ovrhng Attic Vnts4ft Outrgrs 33 y -Nailing Veneer t I S Lath -Weep Screed-Fndtn Vnts-Undrfir Ace G ng Area -Glass PrtctnSkyLts-Plastic . l+ 1 hear Walls; N . mg -Bolts r . Brace InU all pnls 38 1 nsultn-W ails -Ceilings 39 Infiltration -Walls -W ndws A. O iD ya o DATE JE L E LC A L rnsfrmr Clmc-Ins Prtctn cge! Spacing-Lts & Switches at Doors S 8 No Of Cndctrs Stapled 4 talled Close to Edge of Studs & CJ qp made up w/Mech Fstnrs j3; rd Electrode Bond Gas &Wtr c Cires in Ktchn & Cndctr Sz GFlSud Wire Sz ya ❑CU or [:3 AL Afire Sz Qa OCU or Q AL an a Clic OAL g w CU r Oven Circ j/-7 9a �r []AL Insulated Neutral —Z�---- ❑ Yes ❑ No 49 Se • ser Cndctrs & Grnd Main Dscnnct 50 p C cs pnls-Motors-Meth Eqp C es Closet LI-Shwr LI -Spa Lt Smoke Detector o' ds o'er e`er - s Ingle &WLB ) DATE-Acc-Cmbstn Air Baffle a st & Anchr-Nail Prtctn ttings & Anchr• Nail Prtctn Nt 56 Shwr Pan; Test, First fir -Tub Acc 57 Test Tubi & Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping 0 DATE MEC N'ICAL Ducts Insultn & Support ent F , Exhaust abv Insultn 63 Co ensate Drain & Ovrnw, Sz & Grade 'penace-Vent Acc-Comb Air Rtrn/Vent 115 Outlet ttic Are & Pitfr n if Furnace in attic // DATE FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr In Garage; abv4tr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFl 8 Bath Fxtrs & Tub Ace -Spa 71 GFl Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, GuardlHandrails 74 Frplc or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnl, Int.& Ext 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Cimc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door Swing -Landing -Closure 79 AC Duct in Garage -Damper. 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 PImb; Elec & Mech Eqp Listed for Locin 82 Elec Rcptcis in Garage (GFl) Romex Prtctn 83 lnsultn-Foam-Looked in Attic 84 Guard Rails & Deck CnstrctrrPost Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Cimc Dmge Planters 0 Yes Q No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-PImb 89 Vnts abv Roof, PImb-Appinc-Frplc-CImc to Opngs 90 Wtr Well, Dscnnc% Elec, PImb 91 Ext Elec Trim, GFl Rcptci-Undrgmd 92 Vntltn thru House 93 C:ctions Prtctn 94 from previous irispctns Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler c0C Cc COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-75414 -moi CORRECTION NOTICE �f; 61 �E5 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 /exanation, is completed. If you have any questions pertaining to this matter, or need additional please contact the Building Inspector as indicated below. L f a s A '1 �� �0 kA Date � Inspector f REV 4/05 Phone # `•y FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r r.. .....000NTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE / - / -7 S - OWNER v v PER 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 explanatio ; please contact the Building Inspector as indicated below. T . i iv ii v iN c a1 71T c i Date I — -61d Inspector c fa-Yi REV 4/05 Phone # - FOR RE -INSPECTION. CALL: 538-7636 OR 891-2834 Y t. j I l• .-COUNTY OF BUTTE i % F t• r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES i 7 County Center Drive • Oroville, CA 4,(530) 538-7541 CORRECTION NOTICE hizI OWNER PERMIT NO. i A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleasontact the Building Inspector as indicated below. Date r / v c� Inspector \ Gj ` REV 4/05 Phone # !1 2-75Y FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 'eta: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 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. r ca, k e x Q ^a o r �i�/n v 1 �-5 /z�iPrby��1� 7 le- , - Date-� �? /7 % Inspector �7 7 REV 4/05 Phone #1 7 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone , (530) 538-7785 Facsimile www.buftecounty.neVdds I REQUEST TO USE PEX WATER PIPE T►L6 COPY Building Division approval required prior to the installation of PEX water pipe Permit Number: 061 - t ) 1� 5- A.P.N. 0'-('C' ._ L q L '- GL4 ) Date: q ' Z4 - G G Property Address: S �G �'�► e, City GL %, C G Zip S� PEX Manufacturer: E Manufacturer's Phone Number: Installer's Name: SSC v+- Installer's Phone Number: I, j;)i/ -A Cit Li U C► �- Sk1 S request approval to use PEX water pipe at the above address. Print Name '?_9-- C5 52s.3s1 Owner's Signature Date Contractor's Signature Date License Number r Under Section 301.2 of the California Plumbing Code (Alternative Materials and Methods) the Administrative Authority may allow the use of PEX tubing for both hot and cold potable water distribution. After careful review of all the information submitted and additional surveys of other jurisdictions allowing the use of PEX tubing, we have come to the conclusion that PEX tubing is a viable alternative under the following conditions and requirements: 1. All PEX piping must be listed and approved by ICC, IAPMO or other nationally recognized testing and/or listing agency. 2. All PEX piping installations must comply with the manufacturer's listing/s and installation instructions. 3. A copy of the installation instructions must be made available to the field inspection staff on site. 4. All PEX piping shall be kept clear of recess light fixtures, heat conducting flue vents, ducts or other materials that could cause physical damage. 5. All penetrations in or through fire rated assemblies shall be protected with an approved listed system. Submit evidence of such listing prior to the installation of all piping. (Including manifold/s installed in the garage occupancy separation or firewall). Approved by: Date: lv _.2,4 Administrative Authority Distribution - Building File — Property Owner - Contractor ESR -1576 CS' REPORT TM Issued June 1, 2005 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. Business/Regional Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562)699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 WWW.ICC-es.Org Regional Office is 4051 West FlossmoorRoad, Country Club Hills, Illinois 60478■(708)799-2305 DIVISION: 15—MECHANICAL Section: 15140—Domestic Water Piping Section: 15180—Heating and Cooling Piping REPORT HOLDER: REHAU INCORPORATED 1501 EDWARDS FERRY ROAD LEESBURG, VIRGINIA 20176 www.rehau-na.com EVALUATION SUBJECT: REHAU RAUPEX, UV -SHIELD AND OZ BARRIER TUBE AND FITTINGS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2003 International Plumbing Code® (IPC) ■ 2003 International Residential Code® (IRC) ■ 2003 International Mechanical Code® (IMC) ■ 1997 ICBO Uniform Mechanical Code (ICBG UMC) ■ 1997 Standard Plumbing Code® (SPC) ■ 2003 IAPMO Uniform Plumbing Code TM (IAPMO UPC)' ■ 2003 IAPMO Uniform Mechanical Code TOA (IAPMO UMC)' Properties evaluated: ■ Temperature and pressure ratings ■ Physical properties ■ Drinking water system component—health effects 2.0 USES REHAU RAUPEX, UV -Shield, and OZ Barrier cross-linked polyethylene (PEX) tubing and fittings are used in radiant heating systems and potable hot- and cold -water distribution systems, and for water service. 3.0 DESCRIPTION 3.1 Tubing: REHAU tubing products are manufactured from crosslinked polyethylene (PEX) materials satisfying NSF 14 and 61 as well as ASTM F 876 and ASTM F 877. RAUPEX tube is white. OZ Barrier is similarto RAUPEX but has an added red -colored oxygen barrier coating. RAUPEX UV SHIELD is similar to RAUPEX but has an added red- or blue -colored polyethylene coating. The tube is available in 3/,_, '/2- , 1/,_, 3/,_, 1-, 11/4-, 11/2- and '/Zand 2 -inch (10, 13, 16, 19, 25, 32, 38 and 51 mm) nominal diameter sizes, and in coils 100, 300, 500 and 1000 feet (30.4, 91.4, 152.4 and 304.8 m) long, or in straight Iengths.20 feet (6.2 m) long. REHAU tube and fitting products are pressure -rated for 100 psi (689 kPa) at 180OF (820C), and 160 psi (1100 kPa) at 730F (230C), for a standard dimension ratio of 9. Standard dimension ratio is the ratio of outside diameter to wall thickness and is constant for all REHAU tube sizes. 3.2 Fittings: Two REHAU brass compression fitting types are utilized: compression sleeve fittings and compression nut fittings. The permanent compression sleeve fittings, identified as EVERLOC, are used to join tubes for couplings, elbows, tees and adapters, and consist of fittings and sleeves. The compression sleeve fitting requires proprietary equipment for installation. Compression nut fittings are used for adapters and to connect tubing to manifolds, and consist of an insert, a split brass compression ring and a compression nut. When used with RAUPEX tubing and when installed in accordance with this report, the REHAU compression fittings described above comply with ASTM F 877. 4.0 INSTALLATION 4.1 General: REHAU tubing and fittings shall be installed in accordance with the manufacturer's published installation instructions, the applicable codes and this report. Where differences exist, the instructions in this report shall govern. 4.2 Water Service: The tubing should be installed underground in a manner that ensures external loads will not cause a decrease in the vertical dimension of the cross section exceeding five percent. Tubing shall be installed to provide an allowance for contraction of the line due to temperature change prior to backfilling. In areas with poor soil conditions (plastic clays), the trench bottom shall be prepared using granular material to provide a stable base. Potable water service tubing shall not be located in, under or above cesspools, septic tanks, septic tank drainage fields or pits. 4.3 Water Distribution: Horizontally laid pipe shall be secured in such a manner that temperature -induced expansion and contraction are accommodated. In areas using the IAPMO UPC, PEX tubing shall not be installed within the first 18 inches (457 mm) of piping connected to a water heater. 4.4 Radiant Heating Systems: The installation shall comply with applicable chapters in the referenced mechanical codes and the manufacturer's published installation instructions. Details of the design and installation of the radiant heating system shall be submitted to the code official for approval. All circuits shall be formed from continuous lengths of tubing, from manifold supply to return. No splices are allowed. The system may be installed in either concrete or wood floors. When the system is IC,$ REPORTS'- are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2005 Page 2 of 3 embedded in concrete floors, a moisture barrier shall be laid over a concrete base slab a minimum of 3'/2 inches (38 mm) thick. Underfloor insulation and reinforcing mesh shall then be placed on the slab. The tubing shall be uncoiled and attached to the mesh using soft steel wire. A concrete topping is then laid over the tubing. When embedment is in concrete, installation, including minimum concrete cover, shall comply with IBC Section 1906.3 or UBC Section 1906.3, as applicable. When the tubing is installed over polystyrene boards, the boards'shall comply with Section 2603 of the IBC or Section 2602 of the UBC. Typical installations are illustrated in Figures 1 and 2. ESR -1576 5.6 Clearances from heat -producing equipment shall be in accordance with Section 503.7.7 of the 2003 International Fuel Gas Code®, Section M1 306 of the IRC or Section 805.3 of the IAPMO UMC, as applicable. 5.7 The minimum cold bending radius is six times the outside tube diameter for cold -bent tube and three times the outside diameter for hot -bent tube. The outside diameter is the nominal diameter plus'/, inch (3.2 mm). 5.8 The use of the tubing in hydronic systems shall be limited to applications using potable water as the transfer fluid. Mounting brackets and installation hardware are provided 5.9 by the manufacturer. Horizontally laid pipe shall be secured in such a way that temperature -induced expansion and contraction are accommodated. 4.5 Inspection: 4.5.1 Water Distribution and Water Service Piping: Installed tubing shall be pressure -tested and inspected as required by Section 606.6 of the IPC and Section 103.5 of the IAPMO UPC. 4.5.2 Radiant Heat Piping: The tubing shall be pressure - tested for leaks before installation of covering, as noted in Section 1208 of the IMC, Section 1207 of the IAPMO UMC, Section 1208 of the ICBO UMC or Section M2103.3 of the IRC, as applicable. The leak test shall be witnessed by the code official or the code official's designated representative. 5.0 CONDITIONS OF USE The REHAU RAUPEX, UV -Shield and OZ Barrier tube and fitting systems described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Tube and fitting systems shall be manufactured, identified and installed in accordance with this report, the applicable code and the manufacturer's published installation instructions. Tube and fittings shall be installed by REHAU trained installers. Manufacturer's published installation instructions shall be furnished to the code official. The instructions within this report shall govern if there are any conflicts between the manufacturer's instructions and this report. 5.2 When installation is in fire -resistance -rated assemblies, evidence of compliance with IBC Section 712 (penetrations), UBC Section 709 (walls and partitions) and UBC Section 710 (floor/ceiling or roof/ceiling), as applicable, shall be provided to the code official for approval. 5.3 REHAU tubing and fittings shall be protected from exposure to direct sunlight. Tubing and fittings shall be protected from physical damage with an oversized flexible corrugated sleeve at structural mass penetrations and when the tube is uncovered. Annular spaces between sleeves and pipes shall be filled or tightly caulked in an approved manner. 5.4 During placement of cover over the tubing, the tube shall be maintained at the greater of 11/2 times the working pressure or 100 psi (689.4 kPa). 5.5 Each installation shall be pressure -tested for leaks in the presence of the code official or the code official's designated representative. The tubing is manufactured by REHAU in Viechtach, Germany, and in Cullman, Alabama. The fittings are manufactured for REHAU in Roncadelle, Italy; Weyers Cave, Virginia; Frankfort, Illinois; and Marshall, Michigan, under a quality control program with inspections by NSF International (AA -633). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for PEX, PB, and PEX-AL-PEX Tube and Fittings Used in Radiant Heating and Water Distribution Systems (AC 122), dated April 2002. 6.2 Product information and installation instructions. 6.3 Quality control manuals. 7.0 IDENTIFICATION 7.1 Tubing: The tubing is marked every 3 feet (914 mm) with the following: ■ REHAU company name ■ Product designation (REHAU RAUPEX, RAUPEX UV - Shield or RAUPEX 02 BARRIER) ■ Nominal tube size ■ Material designation (PEX) ■ Potable water designation (PW) ■ Standard dimension ratio (SDR9) ■ Temperature and pressure ratings ■ ASTM F 876 / F 877 designation ■ Production code ■ The name of the inspection agency (NSF International) ■ The evaluation report number (ESR -1576) 7.2 Fittings: REHAU fittings are marked with the following: ■ REHAU name ■ Nominal diameter ■ Potable water marking (PW) ■ Letter designation of fitting manufacturer ■ Logo of the inspection agency (NSF International) 'Uniform Plumbing Code TTM and Uniform Mechanical CodeTT1 are trademarked publications of the International Association of Plumbing and Mechanical Officials, 5001 East Philadelphia Street, Ontario, California 91761. 'J- Page 3 of 3 ESR -1576 1 , FIGURE 1—TYPICAL CONCRETE FLOOR INSTALLATION Union nut COMPRESSION NUT FITTING TppI ort finer RAUPEX tuba Clamping ring Adapter union Compression sleeve -- --.------------•—•— - EVERLOC COMPRESSION SLEEVE FITTING RAUPEX tube _ Roe wall support liner of fitting FIGURE 2—REHAU FITTINGS t 1111i RAU4EX TLt W 1 FaMIJ RAU-PEX TIJBM 2 REMIJ TLOW STAPLES ' 2 REWAU nAWG 1LPS 3 POURED LK.IEALAYWJJT 1 POURED UNOERLAYWHT i. S1Lg'LOOR C UM3612FLOOi 06LLATIXN I FLOOR JOISTS I CONCRETE SLAB 6. PC"ATX W a WIRE AESH FIGURE 1—TYPICAL CONCRETE FLOOR INSTALLATION Union nut COMPRESSION NUT FITTING TppI ort finer RAUPEX tuba Clamping ring Adapter union Compression sleeve -- --.------------•—•— - EVERLOC COMPRESSION SLEEVE FITTING RAUPEX tube _ Roe wall support liner of fitting FIGURE 2—REHAU FITTINGS I �i ;i;1 1_1 r ? 0 : •10 rAcE of IAC1PEFX m Plumbing Systems Instailer CectMcation Program Written EXAMName Ev Nam® of Installer. MLAN�14c� ���.C�-(,� � i��J='-3 C Address of Installer: g� -Ter Pory Ceriifi�arte Number r �S J PAID1So, CA� J��� 1 Issued #: : 9 9� Name of erOgram Coordinator: COMpany: Address: GREAT BASIN itUL YSTEgS CORPM ;TION 4780 Caughlin Pkwy., Ste.1 Go Reno, iVul,?a z ;;!���9 REHAU Certified Installer .. Certifteate # This cOrti'fie�s that thnes3 arson 1 listed as s cc co tnplel 5igrzator I the R] erxi d Installer Program expires: . �/Q,LC�/N/rte Sian urs � f Coordinator Note to Coordinator. Please remove the iernPorarY cemrEificate and ret along with the test to urn, Nis. Archer REHAU, Inc. 1 501 Edwards Ferry Road Leesburg, Virginia 210-7 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. BP0617. 85 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 Issued Date: 08/29/2006 APN: 040-640-047-000 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. Site Address: 5 TAIGE WAY CHI License Class : License Number: Map Index: Date: Contractor: Description: NSF 2314 SQ.FT./GARAGE 1174/COV.P. 490 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Owner: MARSHALL, BRIAN Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior 917 COIT TOWER WAY to its issuance, also requires the applicant for such permit to file a CHICO CA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 95928 7000) of Division 3 of the Business and Professions Code) or that he or (530) 570-0612 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 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 J sole compensation, will do the work, and the structure is not Alicant: MARSHALL, BRIAN pp intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an 917 COIT TOWER WAY owner of property who builds or improves thereon, and who does CHICO CA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 95928 sale. If however, the building or improvements are sold within one (530) 570-0612 (530) 891-1596 fax year of completion, the owner -builder will have the burden of brianm@cmc.net proving that he or she did not build or, improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business Contractor: 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.). ❑ 1 am Exempt under Articleof the Business and Professions Code (3 Date: Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for I workers' compensation, as provided for by Section 3700 of the Architect: PIETZ, GREGORY A. Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Lab6r Code, for the performance of the work for which this permit is issued. My Workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 3978 S.F. Valuation: $186,426.00 Policy #: Census Code: I certify that in the performance of the work for which this permit is I issued, I shall not employ any person in any manner so as to �� /ll•) �� 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 �r forthwith comply with those/provisions. - Z c, Date: 0 r • �'j�2c..Tt1 1b Applicant:_ti_, - WARNING: Failure to secure workers' compensation coverage is aLf i161�h(1 `l unlawful, and shall subject an employer to criminal penalties and one it l UU 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 Resolutions to do work in 'tate above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) �/ Name: By: Dater-(.( b PERMIT EXPIRES ON: - -O Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: U Y` G rn Ci $ I ( Signature: Date: ,/ ldf Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 iA (9ll,::�. /Co BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" 1. OWNER INFORMATION CONTRACTOR Last Namefirst aIr G �e Z Name r. G Address - c D % � T D w-, W� City CV, k cu State CA Phone _r -)O— 06 1 Z Fax 009 Map Book E-mail a 1^ k cn h Vv\ C Vk'N C_ e e� APPLICANT INFORMATION CONTRACTOR Name �e Z Address V�Q 1 w do n✓�e_ City Fax State Zip Phone 5) (qL Fax E-mail Map Book Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name Gr �e Z Address 3b3 V�Q 1 w do n✓�e_ City C• 60 Fax State C Zip Z Phoneq0q Li , 11 5) (qL Fax E-mail Map Book State License Numb C ZIZ APPLICANT INFORMATION Name O W i/ c iso. Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X ��-� For office use only: AP#O`I Ll U _ 0 c / Zoning - Flood Zone r SRA Yes Carrier Occ. Type Const V bdivision Name PrileSulo Address Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO.� ifY -/2. PROJECT LOCATION AP#O`I Ll U _ 0 c / Propert Address jpa-s(eq a l 0� s 7 City , C �I - ro Cross Street SP eek �c.S WORKER'S COMPENSATION Policy Number Al 1 1 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 se ` Address I ,j , „ r Description or Scope of Work: 23 1,%-; �N l I -)q 1-I90 Sq FT- Living Garage Open Cov KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 ❑ 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 Amowq 1146f SRA Receipt #:`�U` Sheriff SMIP Date /_ Other 7-2,5'26(2, S 6 ` oCP Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET �\ /_ _ i'7 X OWNER- ML S/ lQLI &04 ASSESSOR PARCEL NUMBER Proposed Building Use: /V 51 Permit Technician::7PDate: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. „E] 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. 7 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 9 ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form �( 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other e in'ng items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Sanitation and site plan approval from the Environmental Health Department in 1 Chico C3 Oroville, as applicable ❑ 5. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 11 18. Erosion Control Plan Required........................................................................ (�l Fees as shown on the attached Schedule of Fees Due Sheet .............................. . 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: 19 (B) Parking: (C) Parcel Check:.:..... ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 6. NPDES Form............................................................................................. 27 Encroachment Permit for driveway from the Public Works Dept ........................... 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... 30. Owner -Builder Verification (✓Given to owner, _Mailed to owner) ..................... ❑d 3�,..,Letter of Signature authorization.................................................................... 2 ecorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... Ei 3 . ❑ Legpl- escription, ❑ M.H. Title till s arch registration or MCO...... /r ... �........... am 36 Other:` �P��r(�Q(��D_4 rw �rc,���GY.�i f �7 ,0 ❑ 37. Other: 3 When issued Telephones%Q -0& l,2 -d6yiyr and hold for pickup. ' I have been informed of the above items and requirements for obtaining a building permit. - Applicant: Date: 7 Z 1. Index permit application for the above item red' Plan Check Letter 2. Additional items re Contractor, design ,owner was advised of d y- ne co ter, by Date: Contractor, design , er, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owns as advised of the abov ata phone, ❑ mail, ❑ counter, b 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 Plot Plan Attached Floor Plan Attached Sent to BD/DS TO: Building-DMsion — Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal: Water Supply: Public X Private Well Clearance for dwelling. Other ��✓r� �omP� .y Hold final for: :5-cot&7'' C}1 Final clearance O. . for: NOTE: C o t'r�td, vi, Environmental Health Specialist Building Clearance 9/2005 Date 7/31/2006 1:57 PM PAGE 2/003 Fax Server RECORDING REQUESTED BY Mid Valley Title & Escraw Company AND WHEN RECORDED MAIL TO: Brian Marshall q 1-1 Coi+ Gini ui to 0115 128 2006-0036505 ReLorded I &C Ri life.r Ufnccl I flu 291.0 ml�Me Eros 1 Outts CNE>FIk J. 6fAl1lE8 E Csuaty Clerk�iscrorderl 1 1 on 89:6W 18-Al-e&A I hqe I of 2 Above Thin Une ft Recorders Use only A.P.N.: 040-640-047 Re No.: 0401-2414048 (DMP) GRANT DEED The Undersigned Granou(s) Dedare(s): DOCUMEWARY TRMSFER TAC %A97. CIO s1:xvEY MoNUMErfr FEE s -o- x cmnpul;Bd on the ronsderatim or fua value of property conveyed, OR j corrquted on the conWerabar ur full value less value of Wa and/or em msbrerizs renrolning at ame of sale, ' t x urdncorporatee area: C ) CRY oft'filco, ane FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, Larry Porter Constructlon, a California Corpomklon hereby GRANTS to Brian Marshall an unmarried man the following described property in the unincorporated area of Chico, County of Butte, State of Californla: PARCEL]: LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, 'PARSLEY SUBDIVISION., WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BVM, STATE OF CALIFORNIA, ON NOVEMBER 15, 2005, IN BOOK 165 OF MAPS, AT PAGE(S) 63, 66, 67 AND 68. PARCEL II: ' - A NON-EXCLUSIVE EASEMENT FOR INGRESSS, EGRESS, DRAINAGE, SANITARY SEWER, WATER LINE AND PUBLIC UTILITY PURPOSES OVER TAIGE WAY, AS SHOWN ON THAT CERTAIN MAP ENTTTLE:D, "PARSLEY SUBDIVISION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 15, 2005, IN BOOK 165 OF MAPS, AT PAGE(5) 65, 66, 67 AND 68. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A PORTION OF LOT 8, AS SHOWN ON THAT CERTAIN MAP ENTITLED, -SECOND SUBDIVISION OF 7.F. ENTLER RANCHO", WHICH NEAP WAS RECORDED IN THE OFFICE OF THE RECORDER, COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 8 OF MAPS, AT PAGE 2, DESCRIBED AS FOLLOWS: A 60.00 FOOT WIDE EASEMENT FOR PURPOSES OF INGRESS AND EGRESS MORE PARTICULARLY DESCRIBED AS FOLLOWS: Mall Tax Statements To: SAME AS ABOVE A.P.N.: 040-640-047 7/31/2006 1:57 PM PAGE Grant Deed - continued 3/003 Fax Server File No.:0402-24140+8 (DMP) Date: 06/20/2006 COMMENCING AT THE SOVrHEAST CORNER OF SAID LAT 8, SAID POINT BEING ON TME NORTHWESTERLY RIGHT OF WAY LINE OF ENTUER AVENUE; THENCE ALONG THE NORTHWESTERLY FUGHT OF WAY LINE OF SAID ENTLER AVENUE, SOUTH 56 DEG. 55' Go - WEST, A DISTANCE OF 267.99 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE NORTHWESFERLY RIGHT OF WAY LIME OF SAID ENTLER', AVENUE, SOUTH 56 DEG. 55'00- WEST, A DISTANCE: OF 60.22 FEET; THENCE LEAVING THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID EPMER AVENUE, NORTH 28 DEG. 10' 00" WEST, A DISTANCE OF 367.50 FEET; THENCE NOM 59 DEG. 32' 19" EAST, A DISTANCE OF 60.05 FEET; THENCE SOUTH 28 DEG. 10'00" EAST, A DISTANCE OF 364.75 FEET TO THE TRUE POINT OF BEGINNING. THE RIGHTS GRANTED IN THIS EASEMENT INCLUDE THE REGHR TO IMPROVE THE EASEMENT AREA WITH AN ALL-WEATHER SURFACED ROAD APPROIOMATELY TWENTY- EIGHT (sill-) FEET IN WIDTH, PLUS ROCK SHOULDERS AND TAPERS, AND THE RIGHT TO ESTABLISH GATES AT THE NORTHERN AND SOUTHERN BOUNDARIES OF THE EASEMENT AREA. Dated:06IZO/ 2006 Larry Porter Construction, a California Corporation By: any P , President STATE OF n— "i,'� )SS COUNTY OF ` y_x k- e ? DENISE M. PRICE, NOtWY Pubfo On '7 - t 1-0(- , before me, Notary Public, personally appeared L --0'r,"' 00 i6ir personally known to me (or proved to me on the sis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same In hWher/thefr authorized capacity(les) and that by his/her/their signature(s) on the Instrument the pe=n(s) or the entity upon behalf of which the person(s) acted, executed the instrument WITNESS my hand and official seal. Signature My Commission Expires: Notary Name: Notary Registration Number: ®E6cVISE MACE # WW n� Now 1 Ca"M OW11MAM 2a, 2011® This area for oAro(a/ notarial sea/ Notary Phone: County of Principal Place of Business: FLOOR FILM 1/4-.1'-0- ■xIIIII—' 1*1 No. HARSKALL 2314 S.F. dnvirlonmental Health si n to SEE PLAN —DAVID. q 5. 06-1030 s �1 q 0 J U L 2 4.2006 7 - Ch(c®, CA GRACED WALL PANELS SHEARYVAL�(. SCHEDULE O NET 3/6' LOX RYWD. M/ bd5 a 6', 12' a I. SILL NAILING AT BRACED WALL PANELS SWILL BE Q ' CDX. RYMO. OR OSB M/ bd5 • 6-.12- ',12-160 160• V OL. ( WHERE APPLICA13LEJ OV2- MIN. THICK GYP. 00. (4PT. SNTSJ W Sd • 7- a • ALL SUPPORTS, b PT. MIK LENGTH OR 4 PT. MIN. Z. PANEL SMALL SPAN THREE ST/D BAYS. Be 4'-W 1.' 5NEARWALL FRAMING MAY BE DOVS. OR MEM. FIR LENGTM IF APPLIED TO BOT/ SIDES. . MIK WIDE. AND HAVE ALL EC -6E5 BLOCKED. O' NAILS SMALL BE 84 CO" -ION OR IOd GUN NAILS. OS. T/b' GEMENT RASTER METAL LATE FASTENED WHERE JOISTS ARE PERPENDICLLA2 TO BRACED WALL TS • 6' oc ALL SUPPORTS wTH APPROVED FASTENERS. LINES ABOVE, BLOCKING SMALL BE PROVIDED UNDER AND IN LINE WITH BRACED WALL PANELS. s O, NET 3/6' THICK HARDBOARD PANEL 51DIN& W 6d 4. SLABS UNDER INTERIOR BRACED WALL PANELS SMALL • 4-, b' a 6- MIK THICK. SILL RATES SMALL BE FASTENED 6ENERAL NOTE5: O 'S114RE%' STRLCTURAL &RADE TERMO-PLY STORM .. MTN'HILT' WRI 12-234 SLEEVE ANCHORS • 12' FROM EALM END OF EACH BRACED BRCED MALL PANEL. R1 I. BEANS WALL HEADER SMALL BE 4x10 PP. 02. TYP. BRACE W NO. 16 6A 6ALV. STAPLES W 1/16- CROIW USE-S?4--,O - BP 5/6-2 WA5MERS. AND 1 1/4- LEGS • 3'.6- " STARES SHALL Be INSTALLED 7. THE'A66RE6ATE AREA OF PLW51N& VENTS SMALL BE W CROMS PARALLEL TO FRAMING !EMBER TO "QCM 1231 50. INL/E5, MIN. IT 15 ATTAGED. - FLOOR FILM 1/4-.1'-0- ■xIIIII—' 1*1 No. HARSKALL 2314 S.F. I� p` 1/24/06 0 c SEE PLAN —DAVID. 5. 06-1030 s �1 q 0 7 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One i1Dnm per Building) C� School District41Building Department No. A.P. Number 0yo-(L-go Jurisdiction. City County Property Owner Y' 1, (10 1 Ir !(l i',L 1. Property Location/Address Sr2. �f4! U) -- Subdivision Lot No. ,..._....._....._,,.,._.._._....._....._...__..._....._....._........... Residential Development SqFootage;z �- No Living Mobile Home Addition/ *Supplemental to i (Group R) Units Installation Conversion Permit It i ._...._.... _. 'lNo foundation inspection 1' Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial Q District identification No. ��?OZ5,3 School District certifies that 7�zz� Wai�4 (Street D (0ry) (State) has complied with the requirements of Resolution No. Sq. Footage (Including Exterior ed Areas) Dat (Applicant) (Phone Number) (Zip Code) by payment of $1 �r 8 representing Qi square feel.' 2926+' _ ULL MITIGAT1011 $ School District Representative Date Paid by Check # Remarks: Mtfce : You may protest the Imposition of the fees identifled above by submltiing a written protest to the District. In c6molanco with Government Code Section 65020(x), within 90 days from the date fess are paid. Failura to suti nit a timely written protest win prohibit you from chall-oing ft Imposition of the fees in any court action. tf, subsequent to the school District Represontattva signing this Butts County Schools Impact Foe Ceroftca&m parer, the School District Is naMed by the applitable Local Planning Agency that this project le batng ravtswad under the CaiHornla Environmental Quality Act (CEQA), this project may be sub)act to additional sehoot toes to fully mltigata Its lejpW an the achoot districts schools. White (school district), Yellow (building department), Pink (applicant) feefonn.xla (US)dMm 12,3)s - BUTTE COI N'TX DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIMER RECRE, A ION AND PARK DISTRICT (FRRPD) IRICO AREA RECREATION AND PARK DISTRICT (CARD) t PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DUD) Assessor Parcel Number (s) Property Owner (s) r`t� Project i,ocation;Address Subdivision Name �� Building Permit Number ((0 Assessable Sq. Ftge Type of Residential Development (check one) New Development V Single Family -Detached Single Family-Attached —Alteration/Additic11(s) Nou-Resd_r_tial to Residential Multi—Family Dwelling Mobilc home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: Department 0 FRRPD CARD 0 PRPD 0 DRPD certifies that: v,, G� VV�al,s�� ll - S30— 3 cl i- oacl I ApplieantName Phone Number T Marling Address CityStatc Z; Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: ._ Dwelling Units @ S 2 SIC 0_0 per unit for a total of S 1� Square Feet @ S per sq foot for a total of S Remarks: L,( - 35- //Z(o Paid by Check No: � Paid by Cash: Receipt No: RpAm:ltinn and Park ve Date v a- eBb:Bo 90 Ba 2nu °1,D.epartment ®f Publ*c Works ov% O C 7 County Center Drive C CrovWe, CA 95965 J. Michael Crump, Director (530)538-7681 (FAX) 538-7171 A "� 5 �Uc woF"`' Shawn H. O'Brien, Assistant Director Assessors Parcel Number: OBD 6 a-QY % Building permit # l 7 Owners Name: Owners Mailing Address: Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: 0- Not a County maintained road F1 Existing driveway conforms to County S-31 standard F1 Other Approved by Printed Name Title Date CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document -Recorded 291 -Aug -2N6 2006-0844496 Has not been Compared with original BUTTE COUNTY COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that'real property situate in the County of Butte, State of California, described as follows: r f See attached for legal description Date_ eZ-q, PROPERTY OWNERS: State of California ) . County of,� e ) personally appeared personally !mown to me (or proved to me on the basis of satisfactory evidence) to fie the pe on(s) whose.name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their .authorized capicity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf -of which the person(s) acted, executed the instrument. WITNESS my hand a oiiicial se Signature Seal. DENISE M PRICE COMM. 01633/79 NOTARY PUB1C-cAuroRN1A A.P. A p - `l ('}- C Ly � coumvOF Burn Comm. Expires lan. T4, 2010 L - Order Number: 0401-2414048 Page Number: S LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: PARCEL I: LOT 1 , AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARSLEY SUBDIVISION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 15, 2005, IN BOOK 165 OF MAPS, AT PAGE(S) 65, 66, 67 AND 68. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, DRAINAGE, SANITARY SEWER, WATER LINE AND PUBLIC UTILITY PURPOSES OVER TAIGE WAY, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARSLEY SUBDIVISION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 15, 2005, IN BOOK 165 OF MAPS, AT PAGE(S) 65, 66, 67 AND 68. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A PORTION OF LOT 8, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SECOND SUBDIVISION OF J.F. ENTLER RANCHO", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER, COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 8 OF MAPS, AT PAGE 2, DESCRIBED AS FOLLOWS: A 60.00 FOOT WIDE EASEMENT FOR PURPOSES OF INGRESS AND EGRESS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 8, SAID POINT BEING ON THE NORTHWESTERLY RIGHT OF WAY LINE OF ENTLER AVENUE; THENCE ALONG THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID ENTLER AVENUE, SOUTH 56 DEG. 55'00" WEST, A DISTANCE OF 267.99 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID ENTLER AVENUE, SOUTH 56 DEG. 55'00" WEST, A DISTANCE OF 60.22 FEET; THENCE LEAVING THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID ENTLER AVENUE, NORTH 28 DEG. 10' 00" WEST, A DISTANCE OF 367.50 FEET; THENCE NORTH 59 DEG. 32' 19" EAST, A DISTANCE OF 60.05 FEET; THENCE SOUTH 28. DEG. 10' 00" EAST, A DISTANCE OF 364.75 FEET TO THE TRUE POINT OF BEGINNING. THE RIGHTS GRANTED IN THIS EASEMENT INCLUDE THE RIGHT TO IMPROVE THE EASEMENT AREA WITH AN ALL-WEATHER SURFACED ROAD APPROXIMATELY TWENTY-EIGHT (28-) FEET IN WIDTH, PLUS ROCK SHOULDERS AND TAPERS, AND THE RIGHT TO ESTABLISH GATES AT THE NORTHERN AND SOUTHERN BOUNDARIES OF THE EASEMENT AREA. APN: 040-640-047 Mid Valley Title & Escrow Company O�eP¢TMENT' O /' gUTTF i o i_ . =° o -t o 0 \� c�UN1 A�QUC W0 Departmen-t of Public Works J. Michaet Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 53&7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: /' /� ` J (13�/V 6-6-9'7 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: - - . --Date Less than 1 Acro NPDES & SWPPP Compliance Certification ri OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your• signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major. labor and material for construction of this proposed property improvement: YES [ ] NO [x ]. 2. I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: ., NAME: �r�a W1Q�S�c ADDRESS: °Iii Cc :,'co. cA �lT19Zce PHONE: QK 5 � o - 061-t- CON CTOR' S LICENSE NO: S 2- S,3 I 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: Q��ti IMo+�S�cl i ADDRESS: `511 C04 • 'Towel W -i ck"Cv CJJ- PHONE: 5-)0 ^ 061 Z CONTRACTOR'S LICENSE NO: s Z s-3 s I 5. I will provide some of the work. but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF.WORK SIGNED: PROPERTY OWNER: 6,x DATE: - 2 S� -- 0 D NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION ` BUILDING ` GIS : PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an'employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an `owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, �— A9 ---V. Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Butte CountyDeparttnejit o.fDevelopinciit Sez-vrces o$`'TrFo 7 County Center Drive Oroville, CA 95965 0ag o (530) 538-7601 Telephone (530) 538-7785 Facsimile �UN� 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 I egulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: a I need to submit applications for septic and/or• well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. i. 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 hermit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. ' Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be,obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required pernuts/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: ,�rig�, Mci's �C" 1 APN: Building site address: S Tag� w9� Permit No.: Q�"1 �Z I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: -z5 -06 SIGNATURE OF APPLICANT DATE Rug 17 06 09:03a 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 Aug 17, 2006 - - - - Brian Marshall 917 Coit Tower Way Chico, Ca. 95928 Assessor Parcel Number: 040-640-047 Building Permit Number: 06-1785 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re- check and approval of this project. COMM S4- Provide :Provide two copies of the drag truss with a value of 4.48K as specified on the plans and I lculations for line C. ct"i bj� , Show on the plans that full bearing supports at all roof truss members that have reaction loads over 2000 lbs. ���r l a V ` P o f'fS a � o� a — S 1 If you wish to discuss any o these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. JiPeterson Plans Examiner Cc: Greg Peitz; Architect , GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719 PROJECT: t �� vet � IiJ f � `•���`�e `^-"L I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gr ry A. Peitz Architect GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719 PROJECT:- 2 I have reviewed the truss submittal for the above project and all loading design criteria have been met. /GregoryA. Peitz Architect . i LEGEND ,PROPERTY BOUNDARY LOT UNE O FOUND MONUMENT. AS NOTED A SET BUTTE COUNTY STANDARD S-11 STREET MONUMENT O SET 3/4' IP TAGGED 24016 (4 SET 3/4' IP TAGGED RCE 24076. (AITNESS CORNER) S RADIAL OFFSET • CALCULATED POINT OIP OPEN IRON PIPE (M) MEASURED DATA *A, LINE DATA N C N MSTAN C LI 5 40 V, B 4J.a1 �� L2 5 4 01 28 E 0.12 L] 5 4091 E .46 N B 41. A•1F' TA MM PALMS SUBNASION 't2 BK 155 M. P 36 LOCATION MAP CURVE DATA` REFERENCES R, - SOON 6 MAPS. PAGE 2 (2nd SUBNASION REMSED ENTLER WOO.) R2 - BOOK 130 MAPS, PACE 94 (CHAMBERS WOO.) R1- BOOK 116 MAPS. PAC. J (WAMINS SUED.) RSI - BOOK 155'MAPS. PAGE INC) R5 - BOCK 147 MAPS, PACE 87 (R.O.S.) R6 - DEED. SR NP. 2003-111455 BASIS OF BEARINGS THE BASK OF BEARINGS 15 ME SOUTHEASTERLY RIGHT OF WAY UNE OF SPELD'NAY AVENUE AS DETERMINED BETWCEN FOUND MONUMENTS AT ME NORTHEAST AND NORMNfST CORNERS OF ME CHAMBERS SUBMA90N RECORDED IN BOOK 130 OF MAPS, AT PAGES B• THRU 06 AND TAKEN AS NORM 67' ,8' 00" EAST NOTE 1. SEE SHEET 3 FOR TMGE WAY. T. SEE SHEET 3 FOR NET ACREAGE. (C) ChLCUUTED DATA NO SCALE S 2810'00" E R,) 1 1 O 7.m or. ', BUTTE CWNIY MONUMENT S 2811'51' E RSI tr R5) 1 C17 Isaw.9102'3 24 (R4 R R5) ABUTTERS RIGHTS S 2B07'52" E Al) I cis 15010o CIO 1 8T P.S.E PUBLIC SERVICE EASEMENT I I I LOT 5 1 C 1 1 a3 17 I LOT 2 30.00' z LOT 6 LOT 7 IAT 6 LOl , LOTS i FD 3/4" IP ' FD REBAR I FD 5/8• REBAR I FD S/0" REBAR I I FD 5/B REBAR I FO S/8" ROAR 25.08' I (TAGGED R5 LS TOO i NAGGED RLE 2T9)2 1058.]2' TAGGED RCE 229]2 �R4D� RCE 229]2 TAGGCD"RCE 22072 (RA)TAG 0 RCE 229]2 2J].28' (N) (Ra) 243.9T ((M. `(R4)173.51' (M) ts2.,8' (M) '•8.31' (M) (RSI) 192.BD' (M 204.27' (M) SCALE I'< BO Q 30.14' 2)1.81' (R,) / .21257 (R) 0�'6(/ 173.46• (Ra) 1•z3B' (RSI) •6.21' (Ra) �_ 182.88' (RI) \,,, 26' (RSI) ` gY8 L ...5 2A'C]52• !• 580.4 ' (Rt h N) V 5 2897'52" E 352.]8' (R6 k M) ItaT]I' ,47.00' ala>.00' 1•7.05, H7.00 1 263 naso ( ABUTTERS RIGHTS I V I) I s � J 30.00• SE CORNFA Lor 1 PER RI u .z. LOT I m LOT 2 IAT 3 IAT 4 LOT5 IAT 8 m RAT 7 I k 5011 7 015 4185.7 SF GRS 41646v GPS 11.644 SF GRS 1810 S7 GRS U,6]6 Y AS 41576 G ORS Nv BU E COUNTY MONUMENT • - "I SR NP. 1992-41850 I \(RSI B RS) �\'C� Q I z 6(3- INGRESS b EGRESS EASEMENT u• a^ SEE DETAIL 'O-� Q .00 EROADW=T SEE DET IL - 10 P.S.E. 222 \ V FIN THRWCI�FIOR �IN'EBBENFSI i10 B0FRL0 5�0 m II m\S m14 C12\ VAG, 147.00' _ : � C ' 7 I 140.21• z - 14],00' 147.00 1,17,00'- _ �) I �O 1• ,I 1 44.07( 155.15' �% i 156.50 Cty/ C1 138.25 155.23' - - 9'. WAY Iw m LIO - 211 30" 30,.OT �7VAlE) _ 55 •]ff E_146.0•' 20.91 - SEE DETAIL 'C" LB S 11']6'Oi E l _ 1 NAY s SPEEDWAY AVENUE. 33.261 Ll 192.70 01 ' SF DEDICATED HEREON_TAKE _ a C19 - - - - - - - -1-\ ` 10' P.S.E. `.I SEE DETAIL "8' ¢EE NOTE I -1Ti C6 � S C20 / - \- SEE DETAIL "E' g g. Q 16 G m IAT 14" LOT 13 $ IAT 12 Lot l l IhT 10 W'TR LOT 9 LOT 8 L] "A" 61,982 F CARS 41619 SF GR6 4afi1] SF GR9 •1633 9 LRS " 41363 Y ORS R " 43.663 9 CRS u 43.389 SF MRS u;u 4 t W o n LSD ABUTTERS n W w W RIGHTS $i c SEE DETAIL "A" Fns. d - !1 z 25.o0' 0'• FO 3/1• IP u T ro 5/11 REBAR z TAGGED RCE 29113 z (B S/B REBAR TO 3/4' IP FD 5/11 RF/3AR _ _ _ _ _ _ _ _ ) _ (R22) 7291 384.86' 86• HO TAG ]0.14' "136.11' I (R2) 158.15' 1 ) (R2t58.5p' �. 158.50' \ / 158.25' !6L 156.25' I 1 SS' \ _ . TD 5/B'RCE 2 _ _ TAGGED RCE 28113 1 ` 115.48' (M) -� - IBJ.JO' (M)- ,BJ.2t' (M) 255.18' (M) ]01.57' (M) - S 28'09']0" E ]58.]0 ((M) (R2) �( \�t45.,2' (RT) 163.20 (Zt 161.20' (P1) 2517.05' (R2) 300.7]' (R]) TAGGED LS ]3IP R2) 338.47' (RS I U / 72].,5' (N) 732.81' (RI) To CORNER LOT 4 100.98' (M) 3 ry FO 3/, IP TAGGED 100.)8' (R3) I 5 TBYUB'JO" E TO89.67 (N) I LS 3316 (R2) / o LOT i LOT 2 I LOT 3 I LOT, LOT 5 / !OT 6 I PA'RghE SUBDIVISION CHAMBERS SU801ASON 1465.93' (M) I WATKINS SUBDINSION _ w oo•--4 BK 130 M, P 94 BK „B M. P ] BEING 0. THE EC OF LOT$ I k B OF THE REVISED .s..g w MAPOF THE SECOND $UBORA SION OF J.F. ENTLER R' S RANCH, THE 6, T 21 N. RIE. MOB k M. rob REBAR a N g W ( 4 FOR TAG RCE (R2) ''m ab^ I "4m - • - DARREL PARSLEY L_ 3.ao 2- 9 - -�c19 ne+- 14 xAx' Cls 74711 1�1 iL=2• G 758,,4• z` ( � _ qV CIe.�. - 156.TS -CONSULTJNG ro GED RCE C12 LT 156A5 - 1]6.50 m 77 SNYYIAV PARADISE, CA. 85469 TAGGED RCE 2O,❑ 14 a, I r^ �_ I 1 Sia 10 (R2) '100' 13 12 13 z 12 m r + P.d, ��49 PARAOISE, CA. 96967-,%24y n " cs (530) 876-9431 FAX (530) 876-4135 DERAIL "A" DETAIL "B" DETAIL 4'C' DETAIL "D" DETAIL "E" DETAIL "F" SHEET 2 OF 4 ,NO SCALE NO SCALE NO SCALE ND SCALE NO SCALENO SCALE :•fi AP / 040-640-010 & 013 JOBB 1391FM B.09K 165 PAGE 66 ANE LINE. DATA - _ CURVE DATA �. LEGEND SPEEOWAy UNE 4 d5VM4.C' 4 CU VE ADIU H RK A U PROPERTY BOUNDARY It I Ct 0. 4 MAP C19' 120.00 v l2 5 4 LOT LINE � LT 5 98 C3 120. 24, g 1 L4 560814 W 6 C4 20.00 7. 9B 4FOUND MONUMENT AS NOTED L a0g1 ]9 a 200.00 1 1 22 2 1, SET BUTTE COUNTY STANDARD S-11 STREET MONUMENT Ce ; tt4 1 4 180. 0 SET 3/4'[P TAGGED 24016 �; REFERENCES 12D: 322 . B SET 3/4" IP TAGGED RCE 24016, WITNESS CORNER RI - 80M B MAPS PAGE 2 xn4 SUBDIVISION REVISED ENTLER SUM.) m 15. 4 5 7 A ( t0 2000 f N'2a C ( ) . R2 - Boort 130 MAPS, PACE 94 (LNAY6ESU D.) 11 o 11 1 2 R3 - BOdc 118 MAPS, PACE J (WATgNs AIBD.) • OPEN IRON POINT R5 - BOOK ISS MAPS, PAGE JB (NDB: INC.) C 77.5 2214 C 1 OIP OPEN IRON PIPE RS - BOOK SR MAPS. PAGE B7 (RO.SJ y� R6 - DEED. SR Na 2003-19453 IS 0. 11 77 5 (M) MEASURED DATA LOCATION MAP s z m R. 13 vs (C) CALCULATED DATA Li) 1 Q 63.9 NO SCALE 1 .46 W 31 P.S.E. PUBLIC SERVICE EASEMENT TMH PALMS SUBDIVISION BK 155 M, P 36 S 281000" E R1) LOT 2 30.00' T 5 LOT 4 I LOT 3 ( � 146.22• 39' (RI) " E 146.22' ((Ma)) -• ' 201.27• 209252 352.78' (R6 M) 204.28• 1 _ - n \ — 1528 r _ — — J)8.50 g m s •�YY � S n t Av WT r 8 w $ Nwr SR No. 199 2-41650 � I1 Z E- r- S4 "E— C" ]17.1]1------- 38612,446.31-------Tt0• P.S: J h ._ LOOT 9 w LOT a ilia a a. R n,ll. s Kn 1 1Vol . � • ss.00• _ 156.25• 1 — _ se — — ]64.66— — — ]O1,SY S 2080'30" E 356.30• (M) 300.73• (R3) /' 3%47' (R3) 78"(100.95 R3) PARSLEY SUBDIVISION LOT 5 / LOT 6 BEING A PORTION OF LOTS 4 k B OF THE REVISED / I MAP OF THE SECOND SUBdV{S1ON OF J.F. ENTLER WATKINS SIMd sw RANCH. SECTION 6. T 21 N, RIE, MOB k M. 8K 116 M. P3 FOR DARREL PARSLEY FAMCONSULTI 7786 SKYWAY PARADISE, CA. 95969 P.O. 3249 PARADISE. CA. 95967-3249 (530) 876-9431 FAX (530) 876-9435 SHEET 3 OF 4 AP (I 040-640-010 k 013 JOBB 1391FM2 BOOK I65- PA6C 67 5 282153 E (M4 t R5) s 289752" E (( ) SCALE V- 80' LOT 6 I LOT 7 � LOT 6 I LO I v3.2e (u) 274.81' (A4) z4z9r u) 173s, ((u7 2a2.5I' RI) ' 17J.ag' (R4) 142. � tal'$.57' 5 2697.57 E — 11%.OD �1 800.1 — —147.$ ! (RI A N) _ ) 14].00 ! 1 � 5 .1 a 31 n ry I'� R 6 b k R m R N ra Q I e % 60.00' ROADWAY a Nu 13.04' 8 P.S.E. 5 2698 JO'E TO tn• -� j Ina - }p1.02• t 7� _ £ L t C2 '�0 1 �18 5 98'WO" E 192.70' I 1 0 SS 2$$9 6 W0 E 1 L l5 BDOD"T - �_ 5 }3'$60• E (PRI ATE, 3t11:� - —_145.�L� • C16 R s AI xeg6'3o- �•- _ S 3FWyc� —� ( css $f ; C2 B 05 Lsj IIAT 14 IAT 13 - LOT 12 "^ IAT 11 LOT 10 0. 156.1.' _ ! _ISSAS' 1 ! _ _ Is6.50 \ I 'Sa W, \ 1121' \ n 115.48' M) 163.]0' (Y 18$.21' (M) 255.16' (M) \ 115.17 (R2' _ 16},20• (R]) 18},20' (R2) 256.05' (R2) , $ •} im I 727.15' I (M) 732.81' (RI) I I tl„ LOT 1 LOT 2 5 2898'30' E 1106.11' (M) LOT 3 LDi 4 LH SUBdN510N I I 1485.93• (M) " �.�•�/ l w i� B. 139 BK 230 M, P 91 • 8�� LOT 2 30.00' T 5 LOT 4 I LOT 3 ( � 146.22• 39' (RI) " E 146.22' ((Ma)) -• ' 201.27• 209252 352.78' (R6 M) 204.28• 1 _ - n \ — 1528 r _ — — J)8.50 g m s •�YY � S n t Av WT r 8 w $ Nwr SR No. 199 2-41650 � I1 Z E- r- S4 "E— C" ]17.1]1------- 38612,446.31-------Tt0• P.S: J h ._ LOOT 9 w LOT a ilia a a. R n,ll. s Kn 1 1Vol . � • ss.00• _ 156.25• 1 — _ se — — ]64.66— — — ]O1,SY S 2080'30" E 356.30• (M) 300.73• (R3) /' 3%47' (R3) 78"(100.95 R3) PARSLEY SUBDIVISION LOT 5 / LOT 6 BEING A PORTION OF LOTS 4 k B OF THE REVISED / I MAP OF THE SECOND SUBdV{S1ON OF J.F. ENTLER WATKINS SIMd sw RANCH. SECTION 6. T 21 N, RIE, MOB k M. 8K 116 M. P3 FOR DARREL PARSLEY FAMCONSULTI 7786 SKYWAY PARADISE, CA. 95969 P.O. 3249 PARADISE. CA. 95967-3249 (530) 876-9431 FAX (530) 876-9435 SHEET 3 OF 4 AP (I 040-640-010 k 013 JOBB 1391FM2 BOOK I65- PA6C 67 LOT B I LOT 7 I LOT 6 I LOT 5 I LOT 4 I LOT 3 I. LOT 2 X. <' S 26`0]'32' E '7,.0.37• — 1-47.00 — t17 0 680.1}' (RI A N) to S 260]'52' E 15276' (P6 A M) — ,# .00 145.00 IIn.9 h 1 1 1 1 / r T r 2 81 u C $ I �SCRS3..011 I I 61 e- H yeW1 a xR V xll 16i8 WS !•3...awn 41644 CRS qee! a x[r 41640YnS .165<RS xeeID a .15]SE1;#CRS I I n N I 5 53 SS R ii a I a; m Qi 60' INORESS EGRESS EASEMENT I '• 60.00' ROADWAY ) 1_ . r• 10' 147.00' 6 P.S.E , / �1�J10. — — _ 1.7.00' 015 117.00. 1 �• _ _ _ / 117.00• , 220°7 , 140.2# M.pY1 I 1% 45• ,#6.50 30,.02 156.x5' L S 26110.7° 156.x5• E .46.0!' 20.BY WAY n° - 640:1°• 9270' s 33'36.0: E . (pRNATE) �. , C2 " _ _ TAKE, I I •- � 8 V I(.-zs.00• Q I 1Bt 4 r n 13 m 12 W 11 W 10 9 m g 8 scALE ,.- eo• W SN.962 Y CRS o N819 4 OR ». K, !x60} a R R ],637 SF CRS R n.,.1 1].567 S< ORS Se. 71 a wv J 567 Si GR$ a xEl 47586 Si GRS I n r _ xen c a n I 9 o I so B.& 158.14' 1 / 156..5' 1 1 158.50' '° 4 ' CJ �-� / 156.50' \ / 15°.25' \ / ' , 156.25' 1 14 56' CURVE DATA I/R&DILIS I LEN TH L A I I1 5 26`08'30' E OB.It' (M) I I / 'C 2�. 75 ' 8 ,']•4 •''31' LOT 1 LOT 2 LOT 3 LOT lOT 5 LOT 6 2 I '70.00 1.CIO B 1 NOTEOO U 150. ' M5 1-m ,.. 5 (THE ADDITIONAL INFORMATION SHOWN ON THIS SHEET IS FOR INFORMATIONAL 4. A DEVELOPMENT IMPACT FEE FOR SHERIFFS FACILITIES SHALL BE PAID PURSUANT LINE DATA PURPOSES ONLY, DESCRIBING COND11IONS AS OF THE DATE OF FILING AND IS TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF' THE BUTTE COUNTY CODE, PRIOR TO NOT INTENDED TO AFFECT RECORD TITLE INTEREST) ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WILL BE DETERMINED AND CALCULATED WNE I DIREC T AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT. I. DUST GENERATED BY THE DEVELOPMENT ACTIVITIES SHALL BE KEPT 70 A MINIMUM 5. THE PROPERTY OWNERS ARE RESPONSIBLE FOR THE MAINTENANCE OF PRIVATE ROAD WITH A GOAL OF RETAINING DUST ON THE SITE. FOLLOW THE DUST CONTROL SAFETY SIGNS, INCLUDING STOP SIGNS. MEASURES LISTED BELOW. 6. BUILDING IDENTIFICATION AND/OR ADDRESSES SHALL BE INSTALLED IN CONFORM - A) OURMG CLEARING, GRADING„ EARTH MOVING, EXCAVATION OR TRANSPORTATION OF ANCE WITH PUBLIC RESOURCES CODE 4290 AND SHALL BE POSTED AT THE BEGINNING CUT ORFILL MATERIALS, WATER TRUCKS OR SPRINKLER SYSTEMS ARE TO BE USED OF CONSTRUCTION AND MAINTAINED CONTINUOUSLY THEREAFTER. FIRESUPPRESSIONSPRINKLER SHALL LEGEND TO PREVENT DUST FROM LEAVING THE SITE AND TO CREATE A CRUST AFTER EACH DAYS ACTIVITIES CEASE. SYSTEMS BE INSTALLED IN ALL NEW RESIDENTIAL STRUCTURES IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION C 00 BSL -BUILDING SETBACK LINE 8) DURING CONSTRUCTION, WATER -TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED • STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS M ONE AND TWO FAMILY �^^- TO KEEP ALL AREAS OF VEHICLE MOVEMENT DAMP ENOUGH TO PREVENT DUST DWELLINGS AND MOBILE HOMES, NFPA STANDARD 13D, UNLESS A PRESSURIZED COM - FROM LEAVING THE SITE. AT A MINIMUM, THIS WOULD INCLUDE WETTING DOWN SUCH MUNITY WATER SYSTEM, WITH HYDRANTS, THAT MEET FIRE DEPARTMENT SPECIFICATIONS. AREAS IN THE LATER "MINING 'AND AFTER WORK IS COMPLETED FOR THE DAY AND SERVES THE PARCELS. ADDITIONAL MAP G•!i]EET lYlf1 SHEET WHENEVER WIND EXCEEDS 15 MILES PER HOUR. ' C) SOIL STOCKPILED FOR MORE THAN TWO DAYS SHALL BE COVERED, KEPT MOIST OR 8. PRIOR TO RECORDATION OF THE MAP OR APPLICATION FOR A BUILDING PERMIT, THE APPLICANT SHALL PAY THE THEN CURRENT ESTABLISHED FEE FOR THE WEST CHICO PARSLEY SUBDIVISION TREATED WITH SOIL BINDERS YO PREVENT DUST GENERATION. 2. WOOD STOVE AND FIREPLACE INSERTS INSTALLED IN ANY HOME. WITHIN THIS SUB- FIRE STATION FUND. 9. PROVIDE AN ALL WEATHER ACCESS TO ALL STRUCTURES. THE ACCESS SHALL HAVE A BEING A PORTION OF LOTS 4 A 8 OF THE REVISED DIVISION SHALL BE EPA APPROVED AND DESIGNED TO MEET EMISSIONS STANDARDS MINIMUM OF A 10 FOOT WIDTH AND A 15 FOOT VERTICAL CLEARANCE, AND BE ABLE MAP OF THE SECOND SUBDIVISION OF J.F. ENTLER OF THE CALIFORNIA CLEAN AIR ACT OF 1988 AS AMMENDED. TO ACCOMMODATE A 40,000 POUND FIRE APPARATUS. RANCH, SECTION 6, T 21 N. RIE. MDB 8 M. 3. SHOULD GRADING ACTIVITIES REVEAL THE PRESENCE OF CULTURAL RESOURCES (I- ARTIFACT CONCENTRATIONS, INCLUDING ARROWHEADS AND OTHER STONE TOOLS 10. DEVELOPMENT OF THESE PARCELS MAY REWIRE PAYMENT INTO THE WATER TENDER ' FOR OR CHIPPING DEBRIS, CANS, GLASS ETC.; STRUCTURAL REMAINS; HUMAN SKELETAL. FUND. CARREL PARSLEY REMAINS), WORK WITHIN 50 FEET OF THE FMD SHALL CEASE IMMEDIATELY UNTIL A QUALIFIED PROFESSIONAL ARCHAEOLOGIST CAN BE CONSULTED TO EVALUATE THE REMAINS AND IMPLEMENT APPROPRIATE MITIGATION PROCEDURES. RECOMMENCEMENT OF DEVELOPMENT SHALL NOT OCCUR UNTIL CLEARANCE IS PROVIDED By Y DEPART THE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES. SHOULD HUMAN SKELETAL CONSULTING REMAINS ENCOUNTERED, STATE LAW REWIRES IMETERMINMEDIATE OF THE O THAT SUCH COUNTY CORONER. SHOULD THE'COUNTY CORONER DETERMINE THAT SUCH REMAINS 7786 SKYWAY PARAME. CA. 95969 ARE IN A ARCHAEOLOGICAL CONTEXT, THE NATIVE AMERICAN HERITAGE COMMISION IN P.O. 80X 3249 PARADISE, CA. 95987-3249 SACRAMENTO SHALL BE NOTIFIED.AMMEDIATLY, PURSUANT TO STATE LAW, TO ARRANGE (530) 876-9431 FAX (530) 876-9435 FOR NATIVE AMERICAN PARTICIPATION IN DETERMINING THE DISPOSITION OF SUCH REMAINS., •AP •" _ No. 0.0-640-010 6013 SHEET 4 (IF 4 1]91M3 BOOK 145 PAGE 68' BP# 06-1412 Adler, Lana From: Read, Darren [Darren. Read@fire.ca.gov] Sent: Wednesday, July 19, 2006 11:52 AM To: Adler, Lana. Subject: BP# 06-1412 Lana, Page 1 of 1 Thanks Darren Read Fire Captain, Fire Protection Planning Law Enforcement & Fire Prevention Bureau CDF/Butte County Fire Rescue 176 Nelson Ave. Oroville CA 95965 (530) 538-7888, Office (530).538-2105, Fax 8/2/2006 Assessor Inquiry - Main Asmt: 040-640-047-000 Feeparcel: 040-640-047-000 Owner: LARRY PORTER CONSTRUCTION ............... ................. ........... .................... ............. ............. ................... Situs Address ._...................._.__._._...__......__........__... ...... ............................. .........._......................_.__.._..............._................._ 5 TAIGE WAY CHICO ........ _..................._._._..............._........... . NameAddress _...................................................................._........................................................................................ LARRY PORTER CONSTRUCTION 2344 TIFFANY WY CHICO CA 95928 ........................ Status ( Date ACTIVE 111/15/2005 I Taxability Code ( Descr 000 ( NORMAL OWNERSHIP ! TRA ( Base Date 062-198 112/06/2005 Creating Doc# ( Date 2005RS165-65 111/15/2005 Current Doc# (-Date 2006R0006718 ( 02/09/2006 I Terminating Doc# ( Date { I Neighborhood C... ( Supl Cnt 040 { 1 Asmt Description LOT #1 PARSLEY SUBDIVISION ............................................. Land Use 1 ....................................................................................................................... Land Use 2 9.............................L............................._...............- Zoning 1 Dwell ....................... ..................................i...................... ................. ............._.. ................ ......... ...... ...... ......................... ........ ............... Acres ...... ...... ................................ { SgFt .... .......................... ....... .............. ..... 1.26 ........... .......................... { 0 Section ( TownShip Range { Description TPZ { Ag Pres ` Eta[ (Bonds ❑ ( I { C`" i 0 ... ..............................................................................................................._............ Multi ... { 910 MH Flag 1 ( Flag 2 ................................................................................ ❑ ( ❑ ( ❑ ❑ Asmt PP ( Tax PP ;Appeal ( Split ....................................................................................................... ❑ ( ❑ { ❑ ❑ ............................. Comments WAS PTN 040.640-010 RS 165.65/68 PARSLEY SUBLOT #1 Ownership History Main Notes Ownership Detail , ' Exemptions I Mfg Homes I Attributes I Value History I Situs I Sales 1 Ready. MPTS2000 07/20/200611:59:08 AM BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner MARSHALL, BRIAN APN No: 040-640-047 Permit Type: �] Subtype: App Date: 7/25/2006 Permit No: BP 06-1785 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $3,115.16 Plan Check portion of Permit Fee $1,246.06 $1,869.10 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 $204.98 (State Responsibility Area) Building Inspection $109.98 0 NUN-KLFUNDAULL portion of tees due at application $1,246.06 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,246.06 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT�$6T236r85 $1,869.10 611CO J-29,06 $18.64 4(611 �_2_q_O RECEIPT DATE Tech/Asst 456345 7125/06 Tammie 4 Balance of Building Permit Fees (from No. 1 above) 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwellinc Applications After 04/15/06 ,> SFD ac MFD MH 9 10 10a 11 11a County 1 4249.111 3183.541 3238.72 RECEIPT DATE Tech/Asst $4,349.11 RECEIPT DATE Tech/Asst Chico Urban Area 1 6146.231 4538.82 5648.44 EI Medio Fire District 3249.971 2385.761 2422.68 North Chico Specific Plan A SR -1, SR -3, SR-1/PD 8801.091 7395.041 8486.40 R-1 8897.09 7491.04 8582.40 ° R-2 8390.09 6984.04 8075.40 R-3 7604.09 6198.04 7289.40 Processing Fee is automatically added to impact fee total 1 $100.00 WATER TENDER FEE (Not collected when impact Fees Applicable) Enter Bat.# $200,00 DRAINAGE FEES* CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,997 771 Comanche Creek $8,341 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 774 Lindo Channel $8,267 775 SUDAD Ditch $7,211 776 Mud -Sycamore Creek $6,275 777 PV Ditch $8,893 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* Chico Unified School District 062 W Chico At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: , // Date:-) ` z - cJ 6 Pursuant to Government code Section 66020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(x). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 REHS J SITE PLAN REVIEW APPLICATION Date:/0(.::;, AP# & Vo _'o Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.: Site Address: Proposed Use: z //'7 Co/7- J Ocve/<_ t -<J Residential M -New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling, ❑ Temporary. Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑. Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial '❑ Industrial Addition Other 0 Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: OF A5-7.0 - 0 (a / Lone: S9_'( GP: A -K! -- COX ;:8'ffo ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form DEVELOPMENT SERVICES gNF'ORMATION (For Staff Else) Approved ❑ Conditionally Approved By ❑ Resolve Problems Pri®r,to.Approval ❑ Resolved Date O/q/06 1 2006 f ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Miriimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: o Flood Zone: e Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from.the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: S General Plan: rT Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2006 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 5-0' 6 - Side S Side Street Rear S Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2006 Parcel Created By: Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes --- --Deed-of-Reference: ____._. __Legal Access Required_ ❑ No ❑_Yes _ Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for.Deed Creation: E] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ 'Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements In Subdivision Map/Parcel Map: Map Date of Recording: /l S- OSS Lot: I IBook: & S Page: 6 S-- 61i 3 2006 OWNER'S CERTIFICATE ENGINEER'S STATEMENT WE. DARREL A. PARSLEY AND JOANNE W. PARSLEY, HUSBAND AND WIFE, AS JOINT TENANTS, AS . TMS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD OWNERS OF THE LAND SHOWN ON THE ANNEXED MAP, AND MID VALLEY TITLE AND ESCROW COMPANY, SURVEY IN CONFORMANCE VAIN THE REOUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL A CALIFORNIA CORPORATION, AS TRUSTEE UNDER A DEED OF TRUST RECORDED IN THE OFFICE ORDINANCE AT THE REQUEST OF DARREL A. PARSLEY ON NOVEMBER 15. 2002 OF THE RECORDER, COUNTY OF BUTTE, ON JUNE B, 2004, UNDER SERIAL No. 2004-34158, DO HEREBY I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE APPROVED STATE THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS. CLEAR TITLE TO OR CONDITIONALLY APPROVED TENTATIVE MAP.IF ANY, AND THAT ALL MONUMENTS ARE OF SAID LAND AND THAT WE CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP. THE CHARACTER AND OCCUPY THE POTIONS INDICATED AND ARE SUFFICIENT TO ENABLE ME SURVEY 70 BE TRACED. �Ir WE HEREBY OFFER FOR DEDICATION TO THE COUNTY OF BUTTE FOR SPECIFIC PURPOSES THE - E. 'Qi FOLLOi7NG: �� 1) SPEEDWAY AVENUE IN FEE SIMPLE FOR PUBLIC STREET, PUBLIC UTILITY AND ALL PUBLIC NARK E RI5SO RCE 24015 PURPOSES. REGISTRATION EXPIRES 12-31-05 � � ,A 2) TAKE WAY IN FEE SIMPLE FOR PUBLIC STREET. PUBLIC UTILITY AND ALL PUBLIC PURPOSES. # CN ,�T 3) PUBLIC SERVICE EASEMENTS. AS DEFINED IN SECTION 8306 OF THE STATE OF CALIFORNIA 1C,tUr,At1N`" STREET AND HIGHWAYS CODE. OVER, ON AND UNDER THOSE STRIPS OF LAND DESIGNATED 'RECORDER'S CERTIFICATE AS "P.S.C. 4) RELINOUISHING OF ALL ABUTTER'S RIGHTS OF ACCESS ALONG SPEEDWAY AVENUE FRONTAGE FILED M ME OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE. STATE OF OF LOTS, EXCEPT AT THE APPROVED ACCESS POINTS AS SHOWN HEREON. CAl1F0RNIA. ALRsDLA•M. ON DAY OF NOVEMBER 2005. IN BOOK _ 165 OF 4AP5, AT PAGE S�S�• �. AT THE REQUEST Of MER WE HEREBY ESTABUSi FOR PRIVATE PURPOSES THE FOLLOWING CONSULTING. A) TAIGE WAY AS A NON-EXCLUSIVE EASEMENT FOR INGRESS. EGRESS. DRAINAGE. SANITARY SEWER, WATER LINE AND PUBLIC UTILITY PURPOSES. SAID EASEMENT IS TO BE RESERVED SERIAL NO. 2.005-69016 IN DEEDS FOR THE BENEFIT OF LOTS 1 THROUGH 14. THE MAINTENANCE, REPAIR AND/OR REPLACEMENT OF THE PRIVATE ROAD AND DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE LOT OWNERS BENEFITED. AS ESTABLISHED BY THE APPROPRIATE ROAD MAINTENANCE BY: CANDACE J. RUBE AGREEMENT RECORDED CONCURRENTLY HEREWITH. DEPUTY BUTTE COUNTY RECORDER 1� COUNTY SURVEYOR'S STATEMENT I HAVE EXAMINED THIS MAP AND IT IS SUSTARTULLY THE SAME AS A OF THE OR THE TENTATIVE NAP AND ANY APPROVED D LOCAL ON ORDINANCES ALL IC THE R N PARSLEY, 0 NE P Y, 0Th ATTHEPROVISIONS OR ME SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE CHIC BENNET 97 2110 BENNET RD. AT THE TME OR APPROVAL HI ME TENTATIVEECHN NAP HAVE ECT. COMPLIED NUM CNiCO, CA 95973 CNIGD. CA 95973 ANDQQ1 AM SATISFIED �THAT THIS NAP IS TECHNICALLY CORRECT. DATED: 4 Zoof SN_TY BUTTE MiY EDELL COUNTY RCE 29132 REGISTRATION EXPIRES 3-31-07 MI 6A LLSW. PRESIDENT MID VALLEY LITE AND ESCROW COMPANY A CALIFORNIA CORPORATION CLERK" OF THE BOARD OF ACKNOWLEDGEMENT SUPERVISORS STATEMENT STATE OF CALIFORNIA2 S.S. COUNTY OF BUTTE S I ON OEA- ID , 2005 BFFDRE ME, L ..Ir14"11,A NOTARY PUBLIC, PERSONALLY APPEARED -AAI- w'It PERSONALLY KNOWN TO ME R PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE //HTH. AND THAT BY EIR SIGNATU. UTED THE RE(S) ONME IN THE INSTRUMENT THEZED PERSONS) OR THE ENTITY UPON HIS H ER BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND AND OFFICIA yL �SEAL�� SIGNATURE, N 94"l �� W E/LHP{Ift' Mat44-l/ MY COMMISSION EXPIRES: IB'L7-OS PRINTED NAME OF NOTARY IN BUTTE COUNTY ACKNOWLEDGEMENT STATE OF CALIFORNIA2 S.S. COUNTY OF BUTTE S R OE.t. IH ZODS BEFORE MELC1j M�GpA NOTARY PUBLIC. -, PERcnnleuv eoPFeRm 4r rzI A. F—LES 1 Ow�1w W. wry1N:M RSRALLY KNOWN TO ME OR VED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAMES) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE /THEY EXECUTED INE SAME IN HIS/HER/THEIR AUTHORIZED CARAGTY(IES). AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S) R THE ENTITY UPR BEHALF OF WHICH THE PERSON(S) ACTED. EXECUTED THE INSTRUMENT. WITNESS MY HAND AND OFFICIAL,SEAL - ,' SIGNATURE "" ^�NN1'�E I jt+161A� M4E%41( MY COMMISSION EXPIRES 10 -LT -DS PRINTED NAME OF NOTARY IN BUTTE COUNTY I, PAUL McINTOSH, CHIEF ADMINISTRATIVE OFFICER AS CLERK OF THE BOARD OF SUPERVISORS 0 7g COUNTY F B STATE OF CALIFORNIA. DO HEREBY STATE THAT ON THISDAY OF 200J. THE BUTTE COUNTY BOARD OF SUPERVISORS OFFICJALLY APPROVED THE SUBDIVISION MAP OF PARSLEY SUBDIVISION. ITEMS 1 AND 4 AS OFFERED FOR DEDICATION IN THE OWNERS STATEMENT ARE ACCEPTED ON BEHALF OF THE COUNTY OF BUTTE PUBLIC SERVICE EASEMENTS DESCRIBED IN ITEM 3 AS OFFERED FOR DEDICATION IN THE OWNERS STATEMENT IS(ARE) ACCEPTED ON BEHALF OF THE PUBLIC. TARGE WAY AS OFFERED FOR DEDICATION IN THE OWNERS STATEMENT IS NOT ACCEPTED AT THIS TIME. SHOULD THE COUNTY OF BUTTE DETERMINE PURSUANT TO GOVERNMENT CODE SECTION 66477.5 THAT THE PUBLIC PURPOSE FOR WHICH SAID PROPERTY WAS DEDICATED IN FEE SIMPLE NO LONGER EXISTS, THE COUNTY OF BUTTE SHALL RECONVEY SAID PROPERTY AS SHOWN R SAID MAR. TO THE OWNER(S) WHOSE NAME AND ADDRESS WE) SHOWN IN THE OWNERS STATEMENT ON THIS SHEET, R TO THE OWNERS SUCCESSORS IN INTEREST. �✓ !,/ JYIM�U PAUL MdNTOSH CLERK OF THE BOARD OF SUPERVISORS I PARSLEY SUBDIVISION BOND A PORTION OF LOTS 4 A B OF ME REVISED MAP OF ME SECOND SIBOIMSXM OF IF. ENTLCR RANCH. SECTION G. T 21 N. RIE MOB k M. FOR r OARREL PARSLEY Rr�:d7 CONSULTING 7785 SKYWAY PARADISE. CA. 95969 P.O. BOX 3249 PARADISE, CA. 95967-3249 (530) 876-9431 IFAX (530) 876-9435 SHEET 1 - 4 BOOK 165 PAGE 1391NOTE LEGEND �MAy +A� LINE DATA CURVE DATA REFERENCES .PROPERTY BOUNDARY `; N DI C gITAN A LNC I RI - BOOK B MAPS PACE 2 (214 SU9DINSION REVISED ENTLER SVBD.) R3 - BOOK 1Jp MAPS PAGE B, (CHAMBERS $VBD.) Ll 5 40 128 1].,1 CI 7 6 1' I R. - B00K 163 MAPS, PAGE Je YOB, I LOT LINE R3 - BOOK 116 LIAPS, PACE 9 ((HAMS SU) `� L2 S. 9138 C 500.00 130.5 , O FOUND MONUMENT AS NOTED ] S .0"1ri E .48 3 S D SET BUTTE COUNTY STANDARD S-11 STREET MONUMENT N 2 7N 1]0. 7931 RG BOG1,7 YAPS PAGE B7 R.O.S.) C. 3 0 09.88 OECD.. SII No. 2003-11M5 O SET 3/4-IP TAGGED 24016 Ce °' 7' 9 e7 47 BASIS OF BEARINGS C I . 1 THE BASIS OF BEARINGS IS UTNE SOUTHEASTERLY RIGHT OF WAY UNE bl SET 3/4' IP TAGGED RCE 24018. (WITNESS CORNER) 12aro I`.85 °� 9 OF SPE WAY AVENUE AS DETERMINED BETWEEN FOUND MONUMENTS ]" RADIAL OFFSET CS AT THE NORTHEAST AND NORTHWEST CORNERS OF THE CHAMBERS {}+ 150. I.I 11 SUBDIVISION RECORDED W BOOK 130 OF MAPS, AT PAGES 94 THRU Q 111211 96 AND TAKEN AS NORTH 67' 19' 00' EAST • CALCULATED POINT `2 TWIN PALMS AIBDIWSION '1628 DIP OPEN IRON PIPE E SK 155 M. P 36 1 0. 6 01 NOTE C 1 1 05 I. SEE SHEET 3 FOR TAKE WAY. (M) MEASURED DATA LOCATION MAP ,fi 1 -.20' 057r34' 2. SEE SHEET 3 FOR NET ACREAGE. BUTTE COUNTY MONUMENT 5 2810'00" E ((R1) (C) CALCULATED DATA NO STALE S 2871'53' E 4R, k RS) C1) 02'38'24- I (A. ! RJ) V//////, ABUTTERS RIGHTS S 2807'52" E M) I 4 8 ( z CIS ISO. 87 16 • P.S.E. PUBLIC SERVICE EASEMENT I I - I LOT 5 C 2 1 .] ] I LOT 2 30.00, S p' I LOT 8 LOT 7 LOT 5 LOl • LOT ] - _ 25,09• FO 3/4" IP FD 3/8' REBAR TD� �5[6 REBAR & ITA 5/e' REBAR io 5/8' RCBAR TAGGED RCE =12 I N 5/8' REBAR TA�X D RCE 27972 ITAGGED EED LS 4010 i -TAGGED RCE 27872 1058.37 I TAGGED RCE 22972 I (R4 TAGGED RCE 22972 I (R4) ^ �^a "$o• 2]7.28' (M) / (R.) 248.97 (H)) (RI)173.61' Y) ) 1.3.48' (u)) I4°.]I' ((M) (R•) 18280' ((4 204.2)' (4) SCALE 1'. 80 274.87 {RA) 212.37 R4 T)].U' R, 14238' (R, 148.27 (R.) 192.68' (R4) 204.25 R41 I 1 $��•?< •1°•1� ...5 7P"7'37 E. ( 880.4 ' (Rl ! Y) "'111111999/// ) V 6 280752' C 333.78' (R6 ! Y) -"Im, 1,0.00 i 1 14fM r .1 �7.ao TiL00 \ r -1 �147M T32.6z ( 73 8. I 's W ABUTTERS RIGHTS \J\ a ]0.00. 8 SE CORNER Lor 4 �_ a PER RI LOT 1 m LOT 2 LAT 3 LOT 4 m LOT 5 IAT 8 IAT 7 I ^ IS f N.BII Si .],63] 7 GR6 0... 6F ORS 43.644 ST EAS � .],640 IF ORS .7,676 SF ws A3,37B Y CA3 � I a L I BU RIC CQ1Ntt YDM1L'A:ENT n u " SR No. 1902-41850 i I �(R4 ! RS) 3.00' TYP $ I a I I Ll C13 80 INGRESS IT EORESS EASEMENT IMF �'• 1 L as 10' P.B.E. �- .r SR Ne. 2°04-0019886 TO BE RESCNVEO o - 80.00' ROADWAY 22.0 �V I IN GELDS FOR THE BENEFIT OF LOTS • .i. ,P \ SEE DETAIL "°'� ! P.S.E. SEE DETAIL ]O 0 _ MRWGN 14. a C12N 70.10_T +_ 147.00'147.00' C 5� 1 0' - _1 I,47.00'� - 1 140.24 ) �o• M, I2 1 44.071 156.Is' \ �/ 156.30' - CIS/ 6 156.25' 156.25' .• - .CO 301.02 PRIVATE) \ , S z8"8'Jff E ..B.a' 20.92' WA I �p SCE DETAIL 'C' - l0 - 2B'Q�70' S 3]'36'04 E (PRIVATE) _ 92.70 ]� SPEEDWAY AVENUE. 33.261 LI n C1 f18 �90•� \ `(.. m 7 DEDICATED HEREON / CSI _ _ TAIVE _ ` - L\� _ f0' P.S.E. `-$EE NOTE 1 SEE DETAIL 'B' Do d d = p SEE DETAIL 'E' I� d q 1g IAT 14 LOT 13 a LOT 12 LOT II W s LOT 10 W 9 LAT 9 e m LAT 8Iv W61,962 7 01S o 4].619 7 - 4;6]34;6]37 GRs n .3.63] 7 ons • n " U.6e3 7 CRS r " 43.663 7 CRS "R N.'J69 7 ORS p• g TV ABUTTERS r - n Ui �• k RIGHTS SEE VEIAD_ -A' h y1 Y• z _ 23.00' .Aql `o.. ]0.14' L _ /~a(q 15/8 REBAR r IT 3/E° RCE 2911) D /8 REB. ,r FO 3/4' IF .I3/8 RFPAR TAO°CD RCE 7294 N° TAG 1 FD s/e R®M ' 156.14' U6As' 1. 15850' T r 156.30• I. 156.21• I4 56' 1 (R2) 364.86' TAGGED PCE 29117 .[[ 148..8' (N) 16]]0' (Y) - 183.21' (M) 233.18' (M) 301.37' (M) 5 28"8']0' E 736.]0' (N) (R2) i{ \ \/1 U..Y (R2) 163.20 (R3) 163.20 (92) 258.05 (R2) ' \ 700.7]' (R3) ]/4' Wti / ]56.47' (RJ) 2509' / SW CORNER LOT 4 TAGGED LS L R3) 100.90 (Y) O 121,11' (M) 73281* (RI) 100.79' (R7) ' I 3R tl I I I 1 78"8'70' E 1088.87' (M) I LS M48 (R2) TAGCED / X `o `°T' `°T 2 `°" `°' 4 `°T' `°T 6 PARk; Y; SUBDIVISION GHAMBERS SUBDIVISION I I 1485.93' N) I WAWNS SUBDIVISION ]0 �. uVh BK 1]0 M, P 94 BK 116 M, P 3 w 86,r A PORTION OF L073 4 IT OF THE REVISED NAP OF THE SECOND SUBDIVISION OF J.F. ENTLER • �q �• 'R" 5 RANCH, SECTION 6, T 21 N. RIE. MDB k M. f01/k RIB tl ,;� 3 0 ',b' e_ r 4 a FOR 1A RCE 291,3 ++ n - CARREL PARSLEY (R:) �• 14 .. m 7.00• 1 2 ^iR r 3 1 _ Z1 L 19C19 Cos 2.42' CIS 141.00' " CS = I r- 1 - C, Ll OIL- 136.21' . 1L47 U . ISB.14' _ _ m '01'02 CONSULTING N 1/B REBAR C12 11 165.45' - ,36.30 TAGGED RCE 29113 14 u1 `rFd 11 'Ra 10 71 SKYYIAY PARADISE, CA. 95969 (R2) -3.a0 13 IQ 13 z 12 r„ P.tl. 3P49•PMAOISE, CA. 96967-3249 u - (330) 876-9431 FAX (530) 876-84330 DE` "A" DETAIL "B" DETAIL "C" D);1AIL "D" DETAIL "E" DETAIL "F" IN ET I OF . 0 SULE NO SCALE NO SCALE TIO SCALE NO SCALENO SCALE AF 1 040-640-010 k 013 JOB/ 1391FM BOOK 165 PAGE 66 i xAtE 1-. e9' W 0. A'E LEGEND SPLED", — — — PROPERTY BOUNDARY g� LOT LINE 'P '(g) FOUND MONUMENT AS NOTED S 20075- E 0 SET BUTTE COUNTY STANDARD S-41 STREET MONUMENT f, O SET 3/4' IF TAGGED 24016 i ' Q SET 3/4' IF TAGGED RCE 24016• (WITNESS CORNER) A a • CALCULATED POINT DIP OPEN IRON PIPE (M) MEASURED DATA LOCATION MAP (C) CALCULATED DATA NO SCALE P.S.E. PUBLIC SERNCE EASEMENT xAtE 1-. e9' W 0. AI C25 �� a 211 9 )71' OT 14 N 159.11 •� 113.12' (RI) LOT 7 243.97' M) 24257' R4 680.4 WT 3 W LOT 6 I273.26' (M) 271.91• (114) • 147' S 20075- E al 81 �. >494� W n > i 26 17 <iZ�i2��dF1�FDGGii� I 1 • S �•Eml n C2 '�S ne30��19d 2.70' 11 AI C25 �� a 211 9 )71' OT 14 N 159.11 •� 113.12' (RI) LOT 7 243.97' M) 24257' R4 680.4 WT 3 W REFERENCES 73AB 2144 1 RI - BOOK B MAPS, PAGE 2 (2nd SUBDINSON REVISED ENMER SU8D.) 20'00 1S 14 1 S c21 2 .W 36'341 fl2 - BOOK 130 MAPS, PAGE 94 (GNAMBERS SUBD.) CI 2 AO 1! 4•'24 RJ - BOOK 118 MAPS, PAGE 3 (w4MNS SUED.) +1 7 .32 88'49 C29 I 4 0) R4 - ' 133 MAPS. PAGE J9 ((MOB, wc) C+ ] .5 : '4 C I :00 1.1, 1 7 9 RS - BOOK 141 NAPS PACE BT (R0.5.) �S' R6 - DEED. SR No. 200T-IB435 I 0. S. N 15 TNN PALMS SUBDINSION BK 135 U. P 36 S 2810`00' E ((Rt) S 28075- E (M) A RS) LOT e 13.31' ((N) 173.46' (RI) 147.00 I , V. IDT 4 W - LOT 51 • R 60.00' ROADWAY 4 6 P.S.E. �tT soL—D2' S 33 36'•` E 301 (P.02 RNAlE) .� _-5 �-T4� ]�J tar 13 - IAT 12 tar 11 �(7(:]i1� LOT 10 .,46„ > .1 + 156.15' + 156.30 ! I 156.50' '-L' 156.25' 3.3 180' T. - - 163.21' (M) - 255.16' (M) 163.20' (P2) 163.20' (R2) 236.05 (R2) I127.15' (M) 732.81' (RI) I 5 2608']0 E 1108.11' (M) I Lor 2 LOT 3 LOT 4 CHAMBERS SUBDINAON I I 1485.93' (4) BK 130 M. P 94 15 109.66 1 2 00 6 22 1 '1 OD 16 00 9 1 I I I ! LOT 5 I LOT 4 I LOT 3 I LOT 2 30.00 _ 116.31' (N) . 204.27' (N) n (RI) 116.22' (R4) IB2.60' (M) — I 201.26' (RI) I yea'8• 5 2BOT52' E 352.76• (R6 192.66' (R4) t, 4+! �, I — 11%. — ;5262 _ (- pv �LOTK6 � S ��� 1 ISI a u •Im 1 + I SR NP. 1992-41650 n • I �.' I I [�'1 1 IM IN � I J— L P,C" ---- 30.00' J96.17 1- •. 1 L4 I I x LL.. 91.Dg_AY ..ct I — — — — — — — .4L C1' 11111 tt2 10' P.SE� a $( I wage tar a 8"iV I l v z ( ! 158.23' ! 1• 58' ! i PJJe4.61' 6030S 2E3W.47' 2100.13, a,3)m7(R(RS) _ - ! I PARSLEY SUBDIVISION LOT 5 LOT 6 BEING A PORTON OF LOTS 4 9 8 OF THE REVISEO / I MAP OF THE SECOND SUBOIVISION OF J.F. ENTLER -m-'s SUBwN90N RANCH. SECTION 6. T 21 N. R1E. MOB k M. BK 116 M.P 3I FOR OARREL PARSLEY MER CONSULTING 7786 SNYWAY PARADISE. CA. 95969 P.O. 3249 PARADISE. CA. 95967-3249 (,30) 876-9431 FAX (530) 876-9435 SHEET 3 OF 4 API/ 040-640-010 @ 013 JOB} 1391FN2 BOOK 165 PAGE 67 f I� i 4i•4� 1• � )f);1�7]F➢� <iZ�i2��dF1�FDGGii� REFERENCES 73AB 2144 1 RI - BOOK B MAPS, PAGE 2 (2nd SUBDINSON REVISED ENMER SU8D.) 20'00 1S 14 1 S c21 2 .W 36'341 fl2 - BOOK 130 MAPS, PAGE 94 (GNAMBERS SUBD.) CI 2 AO 1! 4•'24 RJ - BOOK 118 MAPS, PAGE 3 (w4MNS SUED.) +1 7 .32 88'49 C29 I 4 0) R4 - ' 133 MAPS. PAGE J9 ((MOB, wc) C+ ] .5 : '4 C I :00 1.1, 1 7 9 RS - BOOK 141 NAPS PACE BT (R0.5.) �S' R6 - DEED. SR No. 200T-IB435 I 0. S. N 15 TNN PALMS SUBDINSION BK 135 U. P 36 S 2810`00' E ((Rt) S 28075- E (M) A RS) LOT e 13.31' ((N) 173.46' (RI) 147.00 I , V. IDT 4 W - LOT 51 • R 60.00' ROADWAY 4 6 P.S.E. �tT soL—D2' S 33 36'•` E 301 (P.02 RNAlE) .� _-5 �-T4� ]�J tar 13 - IAT 12 tar 11 �(7(:]i1� LOT 10 .,46„ > .1 + 156.15' + 156.30 ! I 156.50' '-L' 156.25' 3.3 180' T. - - 163.21' (M) - 255.16' (M) 163.20' (P2) 163.20' (R2) 236.05 (R2) I127.15' (M) 732.81' (RI) I 5 2608']0 E 1108.11' (M) I Lor 2 LOT 3 LOT 4 CHAMBERS SUBDINAON I I 1485.93' (4) BK 130 M. P 94 15 109.66 1 2 00 6 22 1 '1 OD 16 00 9 1 I I I ! LOT 5 I LOT 4 I LOT 3 I LOT 2 30.00 _ 116.31' (N) . 204.27' (N) n (RI) 116.22' (R4) IB2.60' (M) — I 201.26' (RI) I yea'8• 5 2BOT52' E 352.76• (R6 192.66' (R4) t, 4+! �, I — 11%. — ;5262 _ (- pv �LOTK6 � S ��� 1 ISI a u •Im 1 + I SR NP. 1992-41650 n • I �.' I I [�'1 1 IM IN � I J— L P,C" ---- 30.00' J96.17 1- •. 1 L4 I I x LL.. 91.Dg_AY ..ct I — — — — — — — .4L C1' 11111 tt2 10' P.SE� a $( I wage tar a 8"iV I l v z ( ! 158.23' ! 1• 58' ! i PJJe4.61' 6030S 2E3W.47' 2100.13, a,3)m7(R(RS) _ - ! I PARSLEY SUBDIVISION LOT 5 LOT 6 BEING A PORTON OF LOTS 4 9 8 OF THE REVISEO / I MAP OF THE SECOND SUBOIVISION OF J.F. ENTLER -m-'s SUBwN90N RANCH. SECTION 6. T 21 N. R1E. MOB k M. BK 116 M.P 3I FOR OARREL PARSLEY MER CONSULTING 7786 SNYWAY PARADISE. CA. 95969 P.O. 3249 PARADISE. CA. 95967-3249 (,30) 876-9431 FAX (530) 876-9435 SHEET 3 OF 4 API/ 040-640-010 @ 013 JOB} 1391FN2 BOOK 165 PAGE 67 f I� i I C3 \ LOl 1 • I LOT 2 I LOT 3 NOTE (THE ADDITIONAL INFORMATION SHOWN ON THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY, DESCRIBING CONDITIONS AS OF THE DATE OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST) 1. DUST GENERATED BY THE DEVELOPMENT ACTIVITIES SHALL BE KEPT TO A MINIMUM WITH A GOAL OF RETAINING DUST ON THE SITE. FOLLOW THE DUST CONTROL MEASURES LISTED BELOW: A) DURING CLEARING. GRADING„ EARTH MOVING, EXCAVATION OR TRANSPORTATION OF CUT OR FILL MATERIALS, WATER TRUCKS OR SPRINKLER SYSTEMS ARE TO BE USED TO PREVENT DUST FROM LEAVING THE SITE AND TO CREATE A CRUST AFTER EACH DAYS ACTIVITIES CEASE. D) DURING CONSTRUCTION, WATER"TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED TO KEEP ALL AREAS OF VEHICLE MOVEMENT DAMP ENOUGH 70 PREVENT DUST FROM LEAVING THE SITE. AT A MINIMUM, THIS WOULD INCLUDE WETTING DOWN SUCH AREAS IN THE LATER MORNING AND AFTER WORK IS COMPLETED FOR THE DAY AND WHENEVER WIND EXCEEDS 15 MILES PER HOUR. C) SOL STOCKPILED FOR MORE THAN TWO DAYS SHALL BE COVERED, KEPT MOIST OR TREATED 'NTH SOL BINDERS 10 PREVENT DUST GENERATION. 2. WOOD STOVE AND FIREPLACE INSERTS INSTALLED IN ANY HOME WITHIN THIS SUB- DIVISION SHALL BE EPA APPROVED AND DESIGNED TO MEET EMISSIONS STANDARDS OF THE CALIFORNIA CLEAN AIR ACT OF 1966 AS AMMENDFD. 3. SHOULD GRADING ACTIVITIES REVEAL THE PRESENCE OF CULTURAL RESOURCES (I.e., ARTIFACT CONCENTRATIONS, INCLUDING ARROWHEADS AND OTHER STONE TOOLS OR CHIPPING DEBRIS, CANS, CLASS ETC.;. STRUCTURAL REMAINS; HUMAN SKELETAL REMAINS), WORK WITHIN 50 FEET OF THE FIND SHALL CEASE IMMEDIATELY UNTIL A OUALIFIED PROFESSIONAL ARCHAEOLOGIST CAR BE CONSULTED TO EVALUATE THE REMAINS AND IMPLEMENT APPROPRIATE MITIGATION PROCEDURES. RECOMMENCEMENT OF DEVELOPMENT ACTIVITIES SHALL NOT OCCUR UNTIL CLEARANCE IS PROVIDED BY THE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES. SHOULD HUMAN SKELETAL REMAINS BE ENCOUNTERED, STATE LAW REQUIRES IMMEDIATE NOTIFICATION OF THE COUNTY CORONER. SHOULD THE' COUNTY CORONER DETERMINE THAT SUCH REMAINS ARE IN A ARCHAEOLOGICAL CONTEXT, THE NATIVE AMERICAN HERITAGE COMMISION IN SACRAMENTO SHALL BE NOTIFTED.IMMEDIATLY, PURSUANT TO STATE LAW, TO ARRANGE FOR NATIVE AMERICAN PARTICIPATION IN DETERMINING THE DISPOSITION OF SUCH REMAINS.4 LOT 6 I LOT 5 I LOT 4 I LOT 3 .43' (RI ! M) _ 5 2LO7'52• E 351.8' (RS 14. j 13. n„ 1 1: LOT 2 i I I LOT 6 I LOT 7 I j W. 4 M 9 Ki s xBOr52• E Lly • ON e]0.s4ap .03 147. —14fro— IT1-1, 11— R St � Si Y, II►3 _ s1 so' B.sa_ _ 1 ' 81 I �1 H 2 147.00•C5 3 .147.00' 1 r I4ol 4,%1 ss ws 4aev s oRs - 158.25' S 2808'3d' 4an4e s Pts 20.92' WAY — — — — — — — X25.00' 11 6 10 6 b 8 n BI� scALE r. eo 1 43.e33 SE f S n n 41563P7 09 n 4a J Sv 6 R 43.589 Si Pis C I I IC % C1 r IS6.50• _! / 1M.ss' 1 r Ise.ss' 1 u sa' _ _ _ CURVE DATAF I 8000' ROADWAY ! P.S.E 00 S 26'30• E "mm. (M) LOT ♦ LOT a LOT 6 $s ' — CSI 1]0.00 1. Op B 1 I 1 t. t 1151 C14 1 .00 t .2p R — 4. A DEVELOPMENT IMPACT FEE FOR SHERIFFS FACILITIES SHALL BE PAID PURSUANTLINE TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OFA THE BUTTE COUNTY CODE, PRIOR TO DATA 70.10' 147.00' 1 r —IAT.00-- I ' M.Or 156.45' r IS6.50' ANCE WITH PUBLIC RESOURCES CODE 4290 AND SHALL BE POSTED AT THE BEGINNING OF ( 7. FIRESUPP ESSION SPRINKLER SYSTEMS SHALL BEYINSTAALLEO N ALL NEW RESIDENTIAL CIO - VIEW - , •04'E L1 12 —_ 192.70' TAIGE_- { dl T — A� _ 14 13 m 12 W SIM,962 V s .n 43.619 s v d 9 4.3.63] S w p• v — ,H, ]1 K — n KT 1 w r I C3 \ LOl 1 • I LOT 2 I LOT 3 NOTE (THE ADDITIONAL INFORMATION SHOWN ON THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY, DESCRIBING CONDITIONS AS OF THE DATE OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST) 1. DUST GENERATED BY THE DEVELOPMENT ACTIVITIES SHALL BE KEPT TO A MINIMUM WITH A GOAL OF RETAINING DUST ON THE SITE. FOLLOW THE DUST CONTROL MEASURES LISTED BELOW: A) DURING CLEARING. GRADING„ EARTH MOVING, EXCAVATION OR TRANSPORTATION OF CUT OR FILL MATERIALS, WATER TRUCKS OR SPRINKLER SYSTEMS ARE TO BE USED TO PREVENT DUST FROM LEAVING THE SITE AND TO CREATE A CRUST AFTER EACH DAYS ACTIVITIES CEASE. D) DURING CONSTRUCTION, WATER"TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED TO KEEP ALL AREAS OF VEHICLE MOVEMENT DAMP ENOUGH 70 PREVENT DUST FROM LEAVING THE SITE. AT A MINIMUM, THIS WOULD INCLUDE WETTING DOWN SUCH AREAS IN THE LATER MORNING AND AFTER WORK IS COMPLETED FOR THE DAY AND WHENEVER WIND EXCEEDS 15 MILES PER HOUR. C) SOL STOCKPILED FOR MORE THAN TWO DAYS SHALL BE COVERED, KEPT MOIST OR TREATED 'NTH SOL BINDERS 10 PREVENT DUST GENERATION. 2. WOOD STOVE AND FIREPLACE INSERTS INSTALLED IN ANY HOME WITHIN THIS SUB- DIVISION SHALL BE EPA APPROVED AND DESIGNED TO MEET EMISSIONS STANDARDS OF THE CALIFORNIA CLEAN AIR ACT OF 1966 AS AMMENDFD. 3. SHOULD GRADING ACTIVITIES REVEAL THE PRESENCE OF CULTURAL RESOURCES (I.e., ARTIFACT CONCENTRATIONS, INCLUDING ARROWHEADS AND OTHER STONE TOOLS OR CHIPPING DEBRIS, CANS, CLASS ETC.;. STRUCTURAL REMAINS; HUMAN SKELETAL REMAINS), WORK WITHIN 50 FEET OF THE FIND SHALL CEASE IMMEDIATELY UNTIL A OUALIFIED PROFESSIONAL ARCHAEOLOGIST CAR BE CONSULTED TO EVALUATE THE REMAINS AND IMPLEMENT APPROPRIATE MITIGATION PROCEDURES. RECOMMENCEMENT OF DEVELOPMENT ACTIVITIES SHALL NOT OCCUR UNTIL CLEARANCE IS PROVIDED BY THE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES. SHOULD HUMAN SKELETAL REMAINS BE ENCOUNTERED, STATE LAW REQUIRES IMMEDIATE NOTIFICATION OF THE COUNTY CORONER. SHOULD THE' COUNTY CORONER DETERMINE THAT SUCH REMAINS ARE IN A ARCHAEOLOGICAL CONTEXT, THE NATIVE AMERICAN HERITAGE COMMISION IN SACRAMENTO SHALL BE NOTIFTED.IMMEDIATLY, PURSUANT TO STATE LAW, TO ARRANGE FOR NATIVE AMERICAN PARTICIPATION IN DETERMINING THE DISPOSITION OF SUCH REMAINS.4 LOT 6 I LOT 5 I LOT 4 I LOT 3 .43' (RI ! M) _ 5 2LO7'52• E 351.8' (RS 14. j 13. n„ 1 1: LOT 2 i I a'a e I I j 4 47 43.o OVMS 1JI M 9 Ki 43.37665A)me Yb xEAR S" Lly e]0.s4ap R St � Si Y, II►3 _ 0 60' NGRESS ! EGRESS EASEMENT SR No. 2004-0019685 I _ 1 rr]0.06� 1____ -ll II 147.00•C5 147.07 I .147.00' 1 r I4ol 301.0 `_vATE) - 158.25' S 2808'3d' C �. Ise -z6' �.a. 20.92' WAY — — — — — — — X25.00' 11 6 10 6 b 8 n BI� scALE r. eo 1 43.e33 SE f S n n 41563P7 09 n 4a J Sv 6 R 43.589 Si Pis C I I IC r IS6.50• _! / 1M.ss' 1 r Ise.ss' 1 u sa' _ _ _ CURVE DATAF N 00 S 26'30• E "mm. (M) LOT ♦ LOT a LOT 6 6 7RAoprS .00 ]S.x I.340 O �� 1 .SS { 4 ] ) 46 ' / I - CSI 1]0.00 1. Op B 1 I 1 t. t 1151 C14 1 .00 t .2p R 4. A DEVELOPMENT IMPACT FEE FOR SHERIFFS FACILITIES SHALL BE PAID PURSUANTLINE TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OFA THE BUTTE COUNTY CODE, PRIOR TO DATA ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WILL BE DETERMINED AND CALCULATED I D9t C suN I AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT. 5. THE PROPERTY OWNERS ARE RESPONSIBLE FOR THE MAINTENANCE OF PRIVATE ROAD ' SAFETY SIGNS, INCLUDING STOP SIGNS. 7 6. BUILDING IDENTIFICATION AND/OR ADDRESSES SHALL BE INSTALLED IN CONFORM- ANCE WITH PUBLIC RESOURCES CODE 4290 AND SHALL BE POSTED AT THE BEGINNING OF ( 7. FIRESUPP ESSION SPRINKLER SYSTEMS SHALL BEYINSTAALLEO N ALL NEW RESIDENTIAL LEGENC STRUCTURES IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION BSL -'BUILDING SETBACK LINE • STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY DWELLINGS AND MOBILE HOMES. NFPA STANDARD 13D, UNLESS A PRESSURIZED WICOM- COM- MUNITY WATER SYSTEM, NIH HYDRANTS, THAT MEET FIRE DEPARTMENT SPECIFICATIONS, ADDI 1 TONAL MAP SHEET SERVES THE PARCELS. 6. PRIOR TO RECORDATION OF THE MAP OR APPLICATION FORA BUILDING PERMIT, THE pARSLEY� SUBDIVISION APPLICANT SHALL PAY THE THEN CURRENT ESTABLISHED PEE FOR THE WEST CHICO FIRE STATION FUND. 9. PROVIDE AN All WEATHER ACCESS TO ALL STRUCTURES. THE ACCESS SHALL HAVE A BEING A PORTION OF 1035 4 @ 8 OF THE REVISED MINIMUM OF A 10 FOOT WIDTH AND A 15 FOOT VERTICAL CLEARANCE, AND BE ABLE MAP OF THE SECOND SUBDIVISION OF J.F. ENTLER TO ACCOMMODATE A 40,000 POUND FIRE APPARATUS. RANCH, SECTION 6.11 21 N. RIE, MOB a M. 10. DEVELOPMENT OF THESE PARCELS MAY REOUIRE PAYMENT INTO THE WATER TENDER ' I FOR FUND. OARIEL PARSLEY �ICONSULTING 7786 SKYWAY PAR601 iE. CA. 95969 P.O. BOX 32491PARADISE, CA. 95967-3249 (530) 876-9431 FAX (530) 876-9435 .. • AP N•. 040-010 W13 S 40-6HEET 4 QE 4 139123 BOOK 145 PAGE 168 : i <.r 1 *.. AND WHEN RECORDED'MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 '1 006-00444 96 Recorded I REC FEE Official Records I County of I CONFORMED COPY 1,00 Butte I CANDACE J. GRUBBS I County Clerk-Aetorderl I I MZ 011:59AM 29 -Aug -2006 I Page 1 of 2 10,00 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to v herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, -but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that'real property situate in the County of Butte, State of California, described as follows: See attached for legal description Date State of California County of,� e PROPERTY OWNERS: 6 On/2—q''(0 before me, . s -le- I- ,- Vv -t C- -e- personally appeared P-Ir',n V\ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf -of which the person(s) acted, executed the instrument. / WITNESS my hand and official sea/ Signature _/ Seal: DEFUSE M PRICE COMM. ! 1633479 r NOTARY FUMC-CAUFORIVIA A.P. # (`� y p - L-( (i' ( Ll C C9U FeU2T4i,E- be �1 OR"., LEGAL DESCRIPTION Order Number: 0401-2414048 Page Number: 5 Real property in the unincorporated area of the County of Butte, State of California, described as follows: PARCEL I: LOT I, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARSLEY SUBDIVISION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 15, 2005, IN BOOK 165 OF MAPS, AT PAGE(S) 65, 66, 67 AND 68. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, DRAINAGE, SANITARY SEWER, WATER LINE AND PUBLIC UTILITY PURPOSES OVER TAIGE WAY, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARSLEY SUBDIVISION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 15, 2005, IN BOOK 165 OF MAPS, AT PAGE(S) 65, 66, 67 AND 68. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A PORTION OF LOT 8, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SECOND SUBDIVISION OF J.F. ENTLER RANCHO", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER, COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 8 OF MAPS, AT PAGE 2, DESCRIBED AS FOLLOWS: A 60.00 FOOT WIDE EASEMENT FOR PURPOSES OF INGRESS AND EGRESS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 8, SAID POINT BEING ON THE NORTHWESTERLY RIGHT OF WAY LINE OF ENTLER AVENUE; THENCE ALONG THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID ENTLER AVENUE, SOUTH 56 DEG. 55' 00" WEST, A DISTANCE OF 267.99 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID ENTLER AVENUE, SOUTH 56 DEG. 5500" WEST, A DISTANCE OF 60.22 FEET; THENCE LEAVING THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID ENTLER AVENUE, NORTH 28 DEG. 10'00" WEST, A DISTANCE OF 367.50 FEET; THENCE NORTH 59 DEG. 32' 19" EAST, A DISTANCE OF 60.05 FEET; THENCE SOUTH 28 DEG. 10'00" EAST, A DISTANCE OF 364.75 FEET TO THE TRUE POINT OF BEGINNING. THE RIGHTS GRANTED IN THIS EASEMENT INCLUDE THE RIGHT TO IMPROVE THE EASEMENT AREA WITH AN ALL-WEATHER SURFACED ROAD APPROXIMATELY TWENTY-EIGHT (28-) FEET IN WIDTH, PLUS ROCK SHOULDERS AND TAPERS, AND THE RIGHT TO ESTABLISH GATES AT THE NORTHERN AND SOUTHERN BOUNDARIES OF THE EASEMENT AREA. APN : 040-640-047 Mid Valley Title & Escrow Company i I LOW LUMBER CO. INC. Quality Design 9 Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: BRIAN MARSHALL "13— %795 BUTTE COUNTY BUILDING DIVISjotq �. APPIR 'QED b Job No. 2314 PLAN ENGINEER Address: TAIGE WAY Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 CHICO Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. Aft P.O. Box 20455 Portland, OR 9722 (503) 254-0204 G-Zut (Hev. 5/05) D 2 D r r N W n b SHAPEn ninry CROS' COMMON TRUSSES 1.1077: SEE EN6IN6ERIA16rop p4rru, JAGK ANO TRUES PF51611 S, LATERAL STgf3lblTyof Roof syST6M To (,,6 pRowOEp 13y PROJECT RE516AIER, SECTION C -C C RIDGE HIP .RAFTERS SHAPEDII BLOCK CROSS BLOCK PLAN VIEW L- C ALTERNATE DETAIL: WHEN HIP RAFTERS DO NOT MEET @ COMMON TRUSS. 5uPFmM(Wve06(MIEPS)O5;79°0,E•b04(00 THIP TOP CHORD JACK EXTENSION ,END JACK SETBACKCOMMON TRUSSESRUSSES SECTION B -B WO -2359 CALIFORNIA HIP YITak indusUloo, ino. 6-20-91 REV, 7//0/9L TOP CHORD BRACING PER ENGINEERING SPECIFICATIONS. a �.cGf��2tzroLPtzo�17� �Y�t�)O4—�� o.c. CntQot.) TOP CHORD JACK -EXTENSIONS HIP 02, \� SECTION A -A -5�tpV�T� tTir.� F��,ck5 �s Y�AFtr�xs 'Peer CK + c-: A T• U►TFRAL U -Me hcr/nL_.IS VAtib fWL REPLAciNG C OF i. 6(LACFS AT Y2 OP AT (It. RU:.✓!:5 (g' 2.�4" �Gl�.®120 G. T YP 2 ROWS AGE WIT�I � Z POIhT6 p&A<E 09L� 10D (9 V 0. G: TYP. (2xb. HAA. i?c-rJAClNq Vz 0Z y� NTS 6R2A<r--• i�,RAGE: HUST t>E DO % 114E: LeH(ATI-1 OP TYE WEV.. TP[ep DETAIL l5 TO VE UbW A5 AN ALT. PDX ONE CONTINUOUS LATERAL L RAGE. TRU��E4 Cv�r 24" O.(,.. TYP. NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-10D PER WEB (TYP). MAR 2 7 2002 BRACE MAY BE.ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW) - RESTRAINT R EGUJ1F- 7 AT EAG - ENP OP f�,R AGE AND AT 20'-0" INTER�lALS. REFER TO flID -q1 SUHHARY 04IEET POR REGOHHENt2ATION!E OP T4IE TRU55 i'LATE (NSTUTE j2EsTfurI NfA`( OF YIM OYTE'tl L Pc qc PiAPMt — m.bm Pci�.,acC- Tl = 2�3 Gy2 2)(4 A5 U,tiE� MEMI II P ® MiTek Industries, Inc. ` 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 iT USA FAX (916) 676 1909 TELEPHONE (916) 6761900 May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. Sincere , QRoFEssro �p01VG NO. 049919 EXP -30-04 Redong Director of F 6 Western Operations RY/ek i Symbols PLATE LOCATION AND ORIENTATION 1 3/4 ' Center plate on joint unless dimensions Indicate otherwise. Dimensions are In Inches. Apply plates to both sides of truss and securely seat. 1/8" —► !— 1/8� For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. 'This symbol indicates the required direction of slots in connector plates. 'For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. a Q: O MEU a O Numbering System J2 J3 J4 TOP CHORDS C2 C3 J5 MITek Industries, Inc. � X m1 e GANG -NAIL 3�y U CB C1 C6 BOTTOM CHORDS A J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 . SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 0 of O U a O H General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, location chord splices at 114 panel length (±6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided. at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no celling Is Installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility, of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss members or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erectlon and installation of trusses. ©1993 Mitek Holdings, Inc. MITek Industries, Inc. � X m1 ®nPANEL HYDROA/R (9) GANG -NAIL General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, location chord splices at 114 panel length (±6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided. at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no celling Is Installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility, of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss members or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erectlon and installation of trusses. ©1993 Mitek Holdings, Inc. M I r4. Lu M fir, aFP C C s. per, G• = D C.L.L), 5 Ct7.W INC, -Mr C� 0 r PtTrA 6, *2 e,-, <� A . pori'. Owv PiTc� : 0/,z ..� �.. 51�AGI NG> 2�" O.G. . SUp�-r,Iz-r ��c��l�I. (�`( or1����oR 2-I�d.-r�-►. iLs) -i 0 4!- f'' �, c. , l.orl� Tei F ., � J co)� `r-vp, •. �Yis . coon, 11l2! io-d Tod-IJAILS r2l Ott `f• t- Q �jx % J Tcr GI-IOF O . >,We' 4 2.- led -W- zed, �. r, MAY WE '2 o'I PR 2 4 2002 • - REv. � l8 94 Hsndlinq & Erection Miscellaneous Information Bracing Information Connector Hardware Lumber MiTek Industries, Inc. S„ � p J1/0 Cold Cam Dr. N140 C -VIM hrb4y d ass shad nd be pamhod. Temporry Yd parmnrss L, ,p Iv M6rq tortpvwr srd d Yin✓ bliss cry be d.s�d TM use d ads owpmad shd be tpo n by IM dnlprwr d the mrpla.Yrwv.. Odah Yl kuinrlbu 1 - Ad brrY trsdry ■p-Wd b kr treYq Mrekfud rob mmbon rd Canoov d■tas me m—I.Curod h .madero asci Tpt Wrtw mat beer ■grad m.rk ham .n t{�wad place rs•H and mead a aches. ?b bd■ b b• ■pp<•d b dr runs■■ry ooW oarp4crs. ■p■waM and m IMdes�addw oorrylr■rrww■bdao wiq lNs mtpanvt. nal be hnYlad Web brcas rfiro brad rob pude. cord b+ kMsl d on bash Ices dlM Yarbatwih loodt luTy wibaddd. htped6n Burow and mtY M d IM d» and apodal �„r Rancho Cordora, CA 95670 0o rpa re ursd rlr y b.dv rd IsYrbp. ampMa. AI / aw d.sbt Wa4 Fid abwe doaa nd mod beat h1fAry code beO=pavd Yonq cab lap11 PI nal M d IM.h., Drpa. d shown rd pud b or beler ML (800)772•$751 FAX (916)631.8225 ro Ilne shy bed■ p.rr 1 dvs 7 bds Ee apps.d b N ampvr•re. ragriarvu, DD NOT VSE TMS OESM. Nhm W dnwlq h sy ned ■rd Mdd. YITd hduerlos. ht Is Clord marCv■ ro uwmd b M Irr■ay mmak d by Norhly, �. sMvm. Rdv b ths AuoTrun W dddl Ihn IM pale spadid Des n criteria t dP2rlght (C) 1992 Ccs and be esd■•d b hry mrpar.'r papr berYo polls■. Aae ■be tp. ■rho prtpdy bred. Wad Y nae• Freon rrd e.syn tdtard. �gwYq orsy IM YnLilad dmipt d the ur4 shorn m d+e bads d dda pohi■d by lM aabrtvrd Mown an lNs dra.Yp. pdW vca®rgmtal■b. Roar■M d = b.:i ad drilla M tredrp droa br ddldMs d Idd lypo• W pude k—fi—.. Poslion plates CHARTER mBmER o n ebrair cry •sYrrwn 4nN hduada•, ft. gimmes m aamud srd ■®ps br IM wvna ■1r — la b bo Pr Idad by he mryrtr�rnndrto■y •Boer biro■ udm• ahr dnvlsl•n ata down, mledd• apolad re h •uhlrsW mdomAy wih L rrraaveDaiy W nor ladaiuon, hardly, diprtvu ■rd . dagnrdtho cvrpa•atwvs. _ Ihe_ in.r_rabim d NOS, -i-6-0 55-12 5-1,0415 11.8.14 17.10-15 24-1.1 30.3-2 36-1-1 36- 42-0-0 3.6-0 15-0 56.12 0.4-3 5.9-15 62-2 6-2-2 6.2-2 5.9-15 0.4-3 55.12 15.0 Style = 1:75.4 • 5x6 G 6. 00 F12 3 20 3x8 = 3x4 = 3x8 = 1.5x4 115x6 3x8 = 4 5 a I - "' ra it 16 24 15 14 13 25 12 3x10 = 3x6 = 4x12 MT20H = 3x4 = 3x8 = 1.5x4 11 3x8 = 1.5x4 11 4x12 MT20H = 55-12 11.8-14 17-10.15 24-1.1 30.3-2 36-5-4 42-0.0 55-12 6-2-2 6.2-2 6.2-2 6-2.2 6-2-2 55.12 LOADING (psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCOL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 7.0 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=3025/0-3-8, 10=3025/0-3-8 Max Horz2=22(load case 4) qtly CSI DEFL in (loc) Well Ud PLATES GRIP TC 0.68 Vert(LL) -0.5715-16 >873 240 MT20 220/195 BC 0.84 Vert(TL) -1.1815.16 >423 180 MT20H 165/146 WB 0.78 Horz(TL) 0.24 10 n/a n/a (Matrix) Weight: 369 Ib BRACING TOP CHORD Sheathed or 5-4-3 oc purlins, except 2-0-0 oc purlins (3-8-4 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34.2-3=6310/0, 3-20=5536/0.4-20=-5536/0.4-5=11599/0, 5-6=11598/0, 6-21=-11598/0.7-21=-1 1598/0, 7-8=-11598/0,8-22=5536/0. 9-22=-5536/0, 9-10=6310/0, 10-11=0/34 BOT CHORD 2-19=0/5642, 19-23=0/9619, 18-23=0/9619, 17-18=0/9619, 16-17=0/9619, 16-24=0/11599, 15-24=0/11599, 14-15=0/9619, 13-14=0/9619,13-25=0/9619.12-25=0/9619,10-12=0/5642 WEBS 3-19=0/2000, 4-19=4517/0, 4-18=0/455, 4-16=0/2186, 5-16=-697/3, 5.15=-30/27, 7-15=-689/1, 8-15=0/2184, 8-13=0/455, 8-12=-4518/0, 9-12=0/2000 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. . Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless o*.herwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 42 ftwith exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) Provide adequate drainage to prevent water ponding. - 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 334 Ib down and 14 Ib up at 35-5-1 C and 334 Ib down and 14 lb up at 6-6-6 on top chord. The design/selecbon of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 AL WARNING - Vari jy destgn paramatera and READ NOTES ON THIS AND INCLUDED Mr= REFERENCE PAGE MIT -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is (Oran Individual building Component. Applicability of design poramenters and proper incorporation of component is responsbi ity of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage. delivery, erection and bracing. consult ANSI/TPII Quality Criteria, OSB •89 and 01 guSI1 Building grdingComponent Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, wl 53719. �OQ?,OFESS/�pNl S. retic S,kl/ CCO It C 00-9433 A September 15,2006 M_ iTek- 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 O runs ru33 ype ty y MARSHALL - 2314 MARS0707 Al �GleU AL HIP - R22789261 1 Longfellow Lumber Co., Inc., Chi., Ca. 95L431.tt 2 Job Reference (Optional) 6.200S Jul 13 2005 Mi l ek Industries, Inc. Fri Sep 15 06:25:52 2006 Page 2 LOAD CASE(S) Standard L 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-52, 3-20=-52, 20-22=-113, 9-22=-52, 9-11=-52, 2-10=-30(F=16) Concentrated Loads (lb) Vert: 20-334 22=-334 ® WARNING - par((ij d-Iga paramatera aad READ NOTES ON THIS AND INCLUDED AfFTER REFERENCE PAGE MZr 7473 BEFORE USE. Design valid for use only with fWTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design paromenlers and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing tc insure stability during construction is the responsibelify, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding labricolion, quality control. storage. delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information avoilable from Truss Plate Institute. 583 D'Onofrio Drive, Madison. W, 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 ,•1.6.0, 7-4-10 7-10.15 14-2-5 1 21-0.0 1 27.9-11 1 34-1-1 34.7(6 42-G-0 A3-6-0 1.6-0 7-4-10 O-6-5 6-3-6 6-9.11 6.9-11 6.3-6 0-6.5 7.4-10 1-&0' Scale = 1:75.4 5x6 -- 6.00r12 3 2x4 II 48 = 4x8 = 48 = 5x6 4 r; a 7 r it 1b 15 14 13 12 11 3x10 = 3x4 = 4x8 = 1.5x4 11 3x8 = 1.5x4 11 4x6 = 3x4 = REACTIONS (Ib/size) 2=1462/0-3-8,9=1462/0-3-8 Max Horz2=28(load case 4) Max Uplift2=-20(load case 5), 9=-20(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-2725/35, 3-4=-2345/34, 4-5=-3984/33, 5-6=3984133, 6.7=-3984/33, 7-8=-2345/34, 8-9=2725/35, 9-10=0/34 BOT CHORD 2-17=0/2375, 16-17=0/3529, 15-16=0/3529, 14-15=0/3529, 13-14=0/3529, 12-13=0/3529, 11-12=0/3529, 9-11=0/2375 WEBS 3-17=-2&795,4-117=1447/23, 4-15=17/219, 4-14=8/542.6-14=384/0,7-14=8/542, 7-13=-17/219, 7-11=1447/23, 8-11=24/795 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 42 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard A WARNING - Vert& Emlgn Parameter and READ NOTW ON TRIS AND INCLUDED MITER REPERENCE PAGE MU-7473118MRE USE. Design valid for use any with MRek connectors. This design is based only upon parameters shown. and Is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not miss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the balding designer. For general guidance regarding fabrication, quality control, storage. delivery. erection and bracing, consult ANSI/TPII Quality Warta, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. O, ??,o ESS/ LLI C 046 3 T * EXP - 07 FOF 1 September 27,2006 �®�p� IBSfBlt MiTek' 7777 Greenback Lane, Suite 109 C&us Heights, CA, 95610 • 7-4-10 14-2-5 21.0-0 27-9-11 34.7-6 42-0.0 74-10 6.9-11 6-9-11 6.9.11 6-9-11 7-4-10 Plate Offsets (X,Y): [2:0-10-4.0-0-101.[9:0-10-4.0-0-10] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.29 14-15 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.55 14-15 >915 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.17 9 n/a n/a BCDL _ 7.0 Code UBC97/ANSI95 (Matrix) Weight: 2071b LUMBER BRACING TOP CHORD 2 X4 DF No.1&Btr G *Except* TOP CHORD Sheathed or 3-9-7 oc purlins, except 3-5 2 X 6 DF SS G, 5-8 2 X 6 DF SSG 2-0.0 oc purlins (4-3-1 max.): 3-8. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G WEBS 1 Row at midpt 4-17,7-11 REACTIONS (Ib/size) 2=1462/0-3-8,9=1462/0-3-8 Max Horz2=28(load case 4) Max Uplift2=-20(load case 5), 9=-20(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-2725/35, 3-4=-2345/34, 4-5=-3984/33, 5-6=3984133, 6.7=-3984/33, 7-8=-2345/34, 8-9=2725/35, 9-10=0/34 BOT CHORD 2-17=0/2375, 16-17=0/3529, 15-16=0/3529, 14-15=0/3529, 13-14=0/3529, 12-13=0/3529, 11-12=0/3529, 9-11=0/2375 WEBS 3-17=-2&795,4-117=1447/23, 4-15=17/219, 4-14=8/542.6-14=384/0,7-14=8/542, 7-13=-17/219, 7-11=1447/23, 8-11=24/795 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 42 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard A WARNING - Vert& Emlgn Parameter and READ NOTW ON TRIS AND INCLUDED MITER REPERENCE PAGE MU-7473118MRE USE. Design valid for use any with MRek connectors. This design is based only upon parameters shown. and Is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not miss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the balding designer. For general guidance regarding fabrication, quality control, storage. delivery. erection and bracing, consult ANSI/TPII Quality Warta, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. O, ??,o ESS/ LLI C 046 3 T * EXP - 07 FOF 1 September 27,2006 �®�p� IBSfBlt MiTek' 7777 Greenback Lane, Suite 109 C&us Heights, CA, 95610 -1-6-0 7-4-5 14-2-3 21-13A 27.9-13 347.11 42-0-0 1-6-0 7.4-5 6-9.13 6.9-13 6-9-13 6-9-13 7.4-5 1.6-0 5x8 = Scale = 1:77.1 6.00 12 6 17 16 _ 15 14 13 12 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 8-6-12 16.5-8 24-4-4 32.10-14 42-0-0 8.6-12 7-10-12 7-10.12 8-6.10 9.1-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.20 12-14 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.40 12-14 >999 180" BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.10 10 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 209 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1462/0-3-8, 10=1462/0-3-8 Max Horz2=-72(load case 3) Max Uplift2=-20(load case 5), 10=-20(load case 5) BRACING TOP CHORD Sheathed or 3-9-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-2468/1, 3-4=-2345/66, 4-5=-2345/66, 5-6=-1812/95, 6-7=1725/88, 7-8=-2300/63, 8-9=2300/63, 9-10=-2460/0, 10.11=0/17 BOT CHORD 2-17=0/2193, 16-17=0/1785, 15-16=0/1785, 14-15=0/1352, 13-14=0/1780, 12-13=0/1780, 10-12=0/2187 WEBS 3-17=-303/15, 5-17=-43/511, 5-15=542/32, 6-15=-54/683, 6-14=52/635, 7-14=544/33, 7-12=-42/482, 9-12=-300/15 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 42 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. ' LOAD CASE(S) Standard OQFtOFESS/ pN� S, r�NG,I FAL C 4A433 T. September 15,2006 ® WARNING - Far1lg design pawmatara and READ NOTES ON THIS AND INCLUDED MITER REFERENCE FADE MU -7473 BEFORE USE.' Design valid for use only with mifek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicabmty, of design poramenters and proper Incorporation of component Is respons'bihy of building designer - not truss designer. Bracing shown n A " h for lateral support of Individual web members any. Additional temporary bracing to Insure stability during construction Is the responsibilliy, of the ' �/, iTe {C. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quariy, control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component ;;-77G7. a"'1e,a;"seeanr..• Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 0-rs0 74-5 142-3 21-0-0 27-9.13 347.11 42_0.0 1-6.0 7-4.5 6-9.136-9.13 6.9-13 6-9-13 7-4-5 5x6 = Scale = 1:77.1 6. 00 F12 " 14 13 12 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 8-6.12 16-5.8 24-4-4 8-6-12 32.10-14 42.0.0 7-10-12 7-10.12 ! V,• M.n a a n � ,... ......... „ ^ ' -__ 8 •6-10 9.1.2 LOADING(psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 OF No.t&Btr G WEBS 2 X 4 DF Std G 3x8 = CSI TC 0.37 DEFL in (loc) I/deo Ud PLATES GRIP BC 0.52 Vert(LL) -0.1310.12 '-0.2210-12 >999 240 MT20 220/195 Vert(TL) >941 180 WB 0.62 Horz(TL) 0.01 10 n/a n/a (Simplified) Weight: 209 Ib' BRACING - TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-17.6-14 REACTIONS (lb/size) 2=326/0-3-8, 17=743/0-3-8, 14=1293/0-3-8, 10=562/0-3-8 . Max Horz2=-72(load case 3) Max Uplift2=-14(load case 5), 10=20(load case 5) Max Grav2=343(load case 6), 17=761(load case 6), 14=1293(load case 1), 10=562(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-36/52.3-4=0/128, 4-5=0/128.5.6=-157121. 6-7=0/266,7-8=-336/62. 8-9=336/62, 9-10=-496/0, 10-11=0/17 BOT CHORD 2-17=-46/95, 16-17=0/183, 15-16=0/183, 1415=-71/154, 13-14=-26/90, 12-13=-26/90, 10-12=0/441 WEBS 3-17=-330/14, 5-17=-427/0, 5-15=-148/62, 6-15=0/302, 6-14=712/0,7-14=-555/32,7-12=-41/504, 9-12=-320/14 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 42 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end varticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard WARNING - Ver(Jjf design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MB -7473 BEFORE USE. Design valid for use any with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual builds APplicabSly of design paramenters and proper incorporation of Component is responsibility of bulding designer - not truss designer. Bra IC ng shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibiliiy of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII QuaBty Criteria. DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. �OQROFESS/pNgl S. LU cr C 046A33 X t*\ EXE 07 /,,, September 15,2006 ® 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 w OI runs russ ype tY Y MARSHALL - 2314 4ARS0707 AS DBL. FINK - 1 1 R2278926: Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, :1.1..1 Diel2. Job Reference O Hanel 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Sep 15 06:26:00 2006 Page 1 -1.6-0 74-5 14-2-3 21-0.0 27-9.13 • 347-11 42-0.0 3-6-0 1-6.0 7-0-5 6-9.13 6.9-13 6-9.13 6-9.13 7-4.5 180 5x6 = Seale = 1:77.1 6.00 F12 6 10 1b 14 13 12 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 8812 16-5.8 24.4-4 8812 32.10.14 42-0-0 7-10.12 7-10-12 8.6-10 9-1-2 LOADING(psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 4 OF No.18Btr G BOT CHORD 2 X 4 OF No.1&Btr G WEBS 2 X 4 OF Std G CSI DEFL in (loc) Vdefl TC 0.40 Vert(LL) -0.13 10-12 >999 BC 0.52 Vert(TL) -0.2210-12 >955 WB 0.62 Holz(TL) 0.01 14 n/a (Simplified) L/d I PLATES GRIP 240 MT20 220/195 180 n/a Weight: 209 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. WEBS 2 Rows at 1/3 pts 6-14 REACTIONS (Ib/size) 2=727/0-3-8.14=1751/0-3-8. 10=446/0-3-8 Max Horz2=72(load case 3) Max Uplifl2=-19(load case 5), 14=-3(load case 5), 10=29(load case 3) Max Grav2=754(load case 6), 14=1751(load case 1), 10=503(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=923/0, 3-4=804/64, 4-5=-804/64, 5-6=-251/92, 6-7=0/518, 7-8=-209/82, 8-9=-209/82, 9-10=369/19, 10-11=0/17 BOTCHORD 2-17=0/821, 16-17=0/392, 15-16=0/392, 14-15=111/125, 13-14=236/88, 12-13=236/88, 10-12=-13/328 WEBS 3-17=-319/14, 5-17=-42/530, 5-15=-550/31, 6-15=-53/691, 6-14=-119110, 7-14=556/32, 7-12=41/507, 9-12=-323/14 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psi top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 42 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ® WARNING - Verti y design paraaretern and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown. and Is for an Individual building component. Appilcabflity of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the fabrication. quality conal ontrol, sforagebrcidnelivery.a erection of the overall structure is the and bracing, con sult bAiNSI/TPII Qualof the i ty Criteridesia, DSB 8ner. F 9 andrBCS11 Building Component or Safety Information available from Truss Plate Institute. 583 D'Onolrio Drive. Madison. WI 53719. OQ?,OFESS/ ON� S. TjN�,�Fy QQ F� cy w C 0464.33 T LtW.Ai� d September 15,2006 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 a NSS NSS Yp0 ]7:]� MMS0707 A6 DBL. FINK R22789266 LonglUl— Lumber CO., Inc., Chico, Ca. 95928-7434Matt Dietz nal.eIndustries. Inc. Fri Sep 15 06:26:01 2006 Page 1 7.1.1 13-10.15 20-8-12 27.6.9 344-7 41-8•12 3.2.1 7.1-1 6-9-13 6-9-13 6.9.13 6-9-13 7-0-5 18-0 5x8 = Scale = 1:76.0 6.00 F12 5 '•- '� iv 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x8 = 3x4 = 8.3-8 16-2-0 24-1-0 32-7.10 41.8-12 8-3-8 7.1n-19 -, .., .. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud TCLL 16.0 TCDL 10.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.13 9-11 >999 240 BCLL 0.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.22 9-11 >954 180 BCDL 7.0 Rep Stress Incr YES Code UBC97/ANSI95 WB 0.62 (Simplified) Horz(TL) 0.01 13 n/a n/a LUMBER TOP CHORD 2 X 4 OF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G * WEBS 2 X 4 DF Std G PLATES GRIP MT20 220/195 Weight: 206 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 Rows at 1/3 pts 5-13 REACTIONS (Ib/size) 1=638/Mechanical, 13=173010-3-8,9=454/0-3-8 Max Horz 1=89(load case 3) Max Uphill =-1 (load case 5), 13=3(load case 5), 9=-28(load case 3) Max Gravl=665(load case 6), 13=1730(load case 1), 9=507(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=908/0, 2-3=789/64, 3-4=789/64, 4-5=-257/92, 5-6=0/500, 6-7=-217/80, 7-8=217/80, B-9=377/17, 9-10=0/17 BOT CHORD 1-16=-1/801, 15-16=0/394, 14-15=0/394, 13-14=107/126, 12-13=-219/88, 11-12=-219/88, 9-11=0/335 WEBS 2-16=-300/15, 4-16=-42/505, 4-14=540/31, 5-14=53/680, 5-13=-1170/0, 6-13=-556/32, 6-11=-41/507, 8-11=-323/14 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 42 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent vrith any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard ® WARMNG - Ver j fy df -19- parcmet— and READ NOTES ON TN/S AND INCLUDED 8lrTER REFERENCE PAGE MII-7473 BEFORE USE, Design valid for use only with Miliek connectors. This design is based only upon parameters shown, and Is for an ndiAdual building component. Applicability of design parnmenters and proper Incorporation of component is responsbility or building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibGiity of the fabrication. qiulaBylcpermanent trol, storage. delivery. ereof the ction and bracing. onsultall structure Is the wbAiNS R Il Quof the a lity Criter designer. , D$8 89 andral BCS 1 Building uidance Component Safety Informallon available from Truss Plate Institute. 583 D'Onotrto Drive. Madison. WI 53719, 01 �O9?,pFESSlS. pN9l C 446433 M *\ E,d,CP.Z4t 07 September 15,2006 MITek' 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 7-1.1 13-10-15 20.8-12 27.6-9 34-47 41-8-12 3-2-12 7.1.1 6.9-13 6.9.13 6.9-13 6-9.13 7-4-5 116-0 5x6 = Scale = 1:76.0 6. 00 F12 5 •� ra 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 8-3-8 16.2-4 24.1-0 32-7.10 41-8.12 8.3-6 7-10.12 7-10.12 8-6-10 9-1.2 :rx Vt• n-n_n_� n_n_��s ro�n a o n n ,n, LOADING (psf) SPACING 2-0-0 CSI DEFL. in (loc) I/deft Ud TCLL 16.0 TCDL 10.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.19 11-13 >999 240 BCLL 0.0 Lumber Increase Rep Stress Incr 1.25 YES BC 0.71 Vert(TL) -0.40 11-13 >999 180 BCDL 7.0 Code UBC97/ANSI95 WB 0.60 (Simplified) Horz(TL) 0.10 9 n/a n/a LUMBER BRACING TOP CHORD 2 X 4 DF NO.1&Btr G TOP CHORD BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=1368/Mechanical, 9=1454/0-3-8 Max Horz 1=-89(load case 3) Max Upliftl=-2(load case 5), 9=-20(load case 5) PLATES GRIP MT20 220/195 Weight: 206 Ib Sheathed or 3-9-8 oc purlins. Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=2400/1, 2-3=-2274/66, 3-4=-2274/66, 4-5=1784/94, 5-6=-1707/88, 6-7=2282/63, 7-8=-2282/63, 8-9=2442/0, 9-10=0/17 BOT CHORD 1 -16=0/2117,15 -16=0/1753,14 -15=0/1753,13-14=0/1335,12-13=0/1764,11-12=0/1764,9-11=0/2171 WEBS 2-16=-268/17, 4-16=-45/466, 4-14=-523/32, 5-14=-54/663, 5-13=52/635, 6-13=544/33, 6-11=-42/482, 8-11=-300/15 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 42 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard 01d Qp,OFESS/Oy�q\ S. COT7NC��cy C9 Q Uj C 0 433 � *` E)+�<07 J* September 15,2006 ® WARNING • Ver(f); daargn parameters and READ NOTES ON TWS AND O CWDED M1TER REFERENCE PAGE MD -7473 DEPORE USE. ��®® Design valid for use onty vAlh r.1(rek connectors. This design b based only upon parameters shown; and b for an IndlNdual buildirsg component. RYA• SSII Applicnblity or design paramenfers and proper Incorporation or component Is responsibility of bolding designer- not truss designer. Bradng shown h for lateral support of individual web members only. Addiflorwl temporary bracing to Insure stobiGty during construction is the inner. siblllty of the erector. Additional pertnanenl bracing of the overall sfructure & the responsiblity of the bolding designer. For general guidance regarding .Mi Tek• fabdeation. quality conhol, storage, delivery, erecton and braeing, coruvlt ANSI/rPll puality CMeda, DSB-89 and C31 gu Building Component Salety InformaBon avalable from Truss Plate Institute. 503 D'Onoldo Orlve. Madison. WI 53719. 7777 Greenback Lene, Sule 109 • Citrus Heights, CA. 95610 O NssTruss Type Uty Ply MARSHALL -2314 MARS0707 AB CAL HIP 1 1 Job Reference (optional) 822926828 Longfellow Lumber Co., Inc., Chico, Ca. 95928.7434, Matt Dietz 6.200 s Jul 13 2005 MTek Industries, Inc. Wed Sep 27 14:08:43 2006 Page 1 1.6-0 7-2-9 14-14 1ja7 19-47 24-7-9 2916-9 29- 12 36-9-7 440-0 58 11&0 7-2-9 6-10-11 0-4-3 411.0 5-3-3 411-0 0.43 6-10.11 7-2.9 1-60 Scale = 1:80.3 6.00 F12 5x8 f- 3x4 = 3x8 = 5x6 2x4 II 8 -- 27 28 3x4 = 22 21 20 19 18 17 18 3x10 = 3x6 = 2x8 11 2x4 II 3x10 = 3x4 = 1.5x4 11 3x6 = 3x8 = 1.5x4 11 6x18 MT20H = " 7-2-9 1 14-1-4 22.0-0 29-10-12 369.744.0-0 7-2-9 610-11 7-10.12 7-10-12 6-10-11 7-2-9 Plate Offsets (X Y): [2:0-10-4.0-0-101 [3'0-3-12 0-1-8]1[8'0-1-12 0-2-81 [11'0-2-120-2 81 [14:0-10-4 0.0 101 [21:0-4 4 0 1 81 [23:0 4 80-2 121 [25 0-8-12 0-3-81 [27 LOADING (psf) TCLL 16.0 TCDL 10.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.41 BC 0.93 WE 0.91 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) 0.23 20-21 -0.4420-21 0.23 14 I/deft >999 >999 n/a L/d 240 180 n/a PLATES GRIP MT20 220/195 MT20H 165/146 Weight: 256 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G 'Except' 4-26 2 X 4 DF No.1 G, 7-22 2 X 4 DF Std G WEBS 2 X 4 DF Std G REACTIONS (lb/size) 2=1528/0-3-8,14=1528/0-3-8 Max Horz2=116(load case 4) Max Uplift2=19(load case 5), 114=21 (load case 5) BRACING TOP CHORD Sheathed or 2-8-5 oc purlins, except 2-0.0 oc purlins (4-5-0 max.): 8-11. BOT CHORD Rigid ceiling'directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-21,10-20, 10-17 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=2680/0, 3-4=-5131/16.4-5=-3637/29, 5-6=2942/29, 5-7=2887/46,7-8=-2882i"76, 8-9=-1944/67, 9 -10= -2229/65,10 -11=1976/65,11 -12=2194/64,12-13=-2288/16,13-14=-2773/38,14-15=0/34 BOT CHORD 2-27=-3212313,26-27=19/488,25-26=-5/134. 4-25=-15/1182.22-23=-2154. 7-23=148/9.21-22=0/193.20-21=0/2229. 19-20=0/2225, 18-19=0/2225, 17-18=0/2225, 16-17=0/2392, 14-16=0/2392, 24-25=18/4751, 23-24=0/3250 WEBS 5-24=-17/576, 5-23=-819/25, 8-21=-172/50, 9-21=-565/22, 9-20=-2S/l82, 10-20=81/90, 10-19=-12/168, 11-17=-31/659, 13-117=464/37.13-116=-1712611, 3-27=-1163/11,25-27=-15/2080,3-25=-22/2234, 4-24=-1597125,21-23=0/1827. 8-23=17/13114.10-117=-415/27 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 42 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to Wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard A WARNING - Ver{(ij design parmmate's and READ NOTES ON THIS AND INCWDED MITES REFERENCE FAOE MD -7473 BEFORE USE. Design valid for use only with Mitek connectors. This design Is based only upon parameters shown, and 6 for on IndlAclual building component. Applicability of design paromenters and proper Incorporation of component Is responsibilry of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery. erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onotdo Drive, Madison. WI 53? 19. OQROFESS/pN9 S. �rjN�,,l FAL Q� F� UJI C CD 04 433 r,,n ,t E -07 ' ,t 1 0 September 27,2006 MiTek' 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 ONSS NSS type • �MARSHALIL • 2314MARS0707 A10 CAL HIP jt�y�y R22789270 Longfellow Lumber Co., Inc., Chico, Ca. 95928.7434, Mab Dietz ence(.Pt o tional 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Sep 15 06:25:53 2006 Page 1 ilia -q 4-3.8 9-9-12 15-5-12 22-0.0 I 28-74 1 38.10-14 1 44-0.0 _5- 0 1-6.0 4-3.8 5-64 5-8-0 6{64 6-74 10.3-10 5-1.2 5x8 Scale = 1:92.6 = 5x6 = 6.00 12 �r do 4x4 = 4x63x8 = = 3x4 3x6 = 17 16 3x6 = = 2x8 I I 3x8 = 2x4 II 4x4 = 3x6 = 5x10 = ' 5x8 = LATERAL RESTRAINT BY OTHERS CONN. OF BOTTOM CHORD FILLER BY OTHERS 4-3-8 10.6-0 12-11.11 3x-2.8 44-0.0 4-3-8 6-4-8 2-0.8 21-3-0 0.1-12 9-7-12 5' V LOADING(psf) TCLL 16.0 SPACING 2-0-0 Plates Increase 1.25 CSI DEFL in (loo) I/deft L/d PLATES GRIP TCDL 10.0 * Lumber Increase 1.25 TC 0.26 BC 0.75 Vert(LL) 0.1924-25 Vert(TL) >999 240 24-25 MT20 220/195 BCLL 0.0 Rep Stress [nor YES WB 0.92 -0.31 Horz(TL) 0.12 >999 160 17 n/a n/a BCDL 7.0 Code, UBC97/ANSI95 (Matrix) Weight: 275 lb LUMBER BRACING TOP CHORD 2'X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G -Except- TOP CHORD Sheathed or 3-5-7 oc purlins, except 4-26 2 X 4 DF No.1 G, 7-23 2 X 4 DF Std G. 28-29 12-17 2 X 4 DF Std G BOT CHORD 2-0-0 oc purlins (6-0-0 max.): 8-9. Rigid ceiling dieectly applied or 4-0-3 oc bracing. 2 X 4 DF Std G WEBS 2 X 4 DF Std G WEBS 1 Row at midpt 7-21,9-20 REACTIONS (Ib/size) 2=1117/0-3-8.17=188810-3-8,14=50/0-3-8 Max Horz2=329(load case 4) Max Uplift17=42(load case 5), 14=119(load case 6) Max Grav2=1117(load case 1), 17=1888(load case 1), 14=171(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=1868/0, 3-4=3533/89, 4-5=-2039/9, 5-6=-1412/0, 6-7=1344/26, 7-8=-902/133, 9-10=-825/121, 10-11=455176, 11-12=-522/29, 12-13=40/990, 13-14=-76/508, 14-15=0/34, 8-9=-749/117 BOT CHORD 2-27=180/1602, 26-27=35/335, 25-26=9/98, 4-25=-99/836, 7-23=-44/527, 16-17=64/6, 14-16=-427/80, 24-25=-309/3365, 23-24=164/1787.22-23=-6/1204, 21-22=-6/1204, 20-21=0/671, 19-20=0/407, 18-19=826/105, 17-18=-1866/37, 12-18=1719/31 WEBS 5-24=-26t438.5-23=-712/56. 3-27=803/89,25-27=-166/1444,3-25=-158/1531. 4-24=-1608/148.7-21=-7141103, 10-19=755/0, 12-19=-20/1486, 13-16=-26/241, 16-18=-374175, 1318=515/42, 8-21=79/225, 9-20=270/16, 10-20=-16/449 ,9-21=65/485 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 42 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard September 15,2006 ® WARNING - Vec(J'g design parameters and READ NOTES ON TR78 AND LNCWDED MITER REFERENCE pAGE MU - Design valid for use only with MiTek connectors. This design Is based o p 7473 BEFORE OBE. g my upon parameters shown. and k for an individualsbuildingdesign component. • Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibtility, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 'MiTek• fabrication. quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, OSB -89 and SCSII Building Component - Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Helghts, CA, 95610 Job 11.0. russ ype ty y MARSHALL - 2314 MARS0707 COFFER - 1 1 R22789271 Longfellow Lumber Co., In95928-7434. Mall Dietz Job Reference 0 li0nal r 6.200 5 Jul 13 2005 MiTek InCustries, Inc. Fri Sep 15 06:25:53 2006 Page 1 •l -6q 6-8.0 12-11.8 1 17.5.12 1 22-0.0 1 28-1.4 1 34-2-8 1 38-10.0 44-0.0 15-6-0 1-6-0 6-9-0 6-2-8 4.6.4 4-6-4 6-1-0 6-1-4 4-7.8 5-2-0 1-60 5x8 Scale = 1:90.1 = = 8.00 12 5x0 7 B 24 23 3x8 = 3x4 = 3x6 = 16 15 3x6 = 4x4 = 2x4 II 3x8 = 5x10 = 2x4 II 4x4 = 5x8 = 6-0.0 12-11-8 34-2.8 -4 44-0.0 69-0 62-8 21-3.0 0.1.12 9-7-12 LOADING (psi) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code UBC97/ANS195 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1&Btr G *Except* 4-23 2 X 4 DF Std G, 11-16 2 X 4 DF Std G WEBS 2 X 4 DF Std G CSI DEFL in (loc) I/deft L/d PLATES GRIP TC 0.31 Vert(LL) -0.15 20-22 >999 240 MT20 220/195 BC 0.68 Vert(TL) -0.3120-22 >999 180 WB 0.68 Horz(TL) 0.05 16 n/a fila (Simplified) Weight: 272111 BRACING TOP CHORD Sheathed or 4-6-12 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. WEBS 1 Row at midpt 6-20.8-19 REACTIONS (Ib/size) 2=1162/0-3-8.16=1684/0-3-8,13=210/0-3-8 Max Horz2=105(load case 4) Max Uplif12=20(load case 5), 13=-36(load case 3) Max Grav2=1162(load case 1), 16=1684(load case 1), 13=275(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17.2.3=1870/5.3-4=-1713/26, 4-5=-1713179.5-6=1713179,6-7=938r78, 8-9=866/71, 9-10=-688/41, 10-11=-688/41 11-12=0/523, 12-13=-51/191, 13-14=0/17, 7-8=-843/86 BOT CHORD 2-24=-15/1661, 23-24=-16/0, 22-23=-7/103, 4-22=279/11, 21-22=0/1109, 20.21=0/1109, 19-20=0/771, 18-19=0/616, 17-18=-468171.16-17=-1652/0,11-17=1490/0.15-16=0/0, 13-15=170/45 WEBS 3-24=-185/0,22-24=0/1684. 3-22=-162/41, 6-22=-49/822, 6-20=-634/34, 9-19=0/308, 9-18=587/0, 11-18=0/1273, 12-17=-413/37.15-17=-174/46,12-15=22/181, 7-20=41/283.8-19=-198/0,8-20=22/431 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 44 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. I LOAD CASE(S) Standard �OQ�kOFESS/pNgl S. T/4,c Fti W C 046433 T *\ EX��t-07 /.+ September 15,2006 A WARMNO - Vm1 jU d-ign parvmetcrs and READ NOTES ON THIS AND fNCI UDED MI7'EAREPMENM PAGE diff -7473 BEPORE USE. Design valid for use only with M ilek connectors. This design is based only upon parameters shown. and Is for an Individual buffing component. 4W, Applicability of design poramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown I for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTe k• fabrication, quality control, storage. delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BC511 building Component ' - Safety Informabon available from Truss Plate Institute, 583 D'Onofrio Drive. Madison. WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 O N66 rus5 ype L7 MARSHALL -2314 MARS0707 A11A COFFER 82278827; 2 1 LongleBow Lumber Co., Inc.. Chico, Ca. 95928.7434, Mab Otetz Job Reference O liana - 6.200 .Jul 13 2005 MRek Industries, Inc. Fri Sep 15 06:25:54 2006 Page 1 4-30 10.11.8 15-5-12 20-0.0 26-1-4 32.2-8 11 36-10.0 42-0.0 438 4-9-0 0.2-8 4-6.4 484 6-1-4 6.1-0 4-7.8 5-2-0 180 5x8 = Scale = 1:88.2 5x6 = 6.00F12 6 7 .1 is 22 3x6 = 3x4 = 3x4 = 15 14 3x6 _ 2x4 II 4x8 = 2x4 II 3x8 = 2x4 If 4x4 = 5x10 = 5x8 = .. 4-30 10.11-8 32-2.8 32 -4 42-0.0 49-0 62-8 21-3-0 0.1-12 37-12 LOADING(psf) SPACING 2-00 CSI DEFL in (loc) I/deft Ud TCLL 16.0 TCDL 10.0 Plates lnaease 1.25 .TC 0.29 Vert(LL) -0.14 19-21 >999 240 . BCLL 0.0 Lumber Increase Rep Stress Ina 1.25 YES BC 0.60 Vert(TL) -0.27 19-21 >999 180 BCDL 7.0 Code, UBC97/ANSI95 WB 0.49 (Simplified) Horz(TL) 0.03 12 n/a n/a LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD BOT CHORD 2 X 4 OF No.1 &Btr G *Except* 3-22 2 X 4 DF Std G. 10-15 2 X 4 DF Std G BOT CHORD WEBS 2 X 4 OF Std G WEBS REACTIONS (Ib/size) 24=1028/0-3-8,15=1531/0-3-8,12=280/0-3-8 Max Horz24=-99(load case 3) Max Uplift24=3(load case 5), 12=30(load case 3) Max Grav24=1028(load case 1), 15=1531(load case 1), 12=315(load case 7) PLATES GRIP MT20 220/195 Weight: 271 Ib Sheathed or 5-1-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. Rigid ceiling directly applied or 4-10-7 oc bracing. 1 Row at midpt 5-19,7-18 - FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1321/15, 2-3=1148b/24.3-4=11480/78, 4-5=1480178, 5-6=887/78, 7-8=831/70, B-9=-710/41, 9-10=710/41, 10-11=0/331,11-12=-137/51,12-13=0/17, 6-7=-797/86,1-24=-995/0 BOT CHORD 23-24=-55/92,22-23=8/0.21-22=7/103,3-21=-279/11. 20-21=0/1013, 19-20=0/1013, 18-19=01741, 17-18=0/635, 16-17=-296170, 15-16=1500/0, 10-16=-1320/0, 14-15=0/0, 12-14=-45/122 WEBS 2-23=-405/0, 21-23=-0/1197, 2-21=0/153, 5-21=-52/605, 5.19=-517/36, 8-18=0/229, 8-17=-494/0, 10-17=0/1095, 11-16=-372/37, 14-16=47/125, 11-14=-22/156,6-19=-41/265,7-18=134/14, 7-19=-23/350, 1-23=0/1215 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 44 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end ver8cals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard AL WARNING • Ver(Jy design parameters and READ NOTES ON TIES AND INCLUDED MITER REFERENCE PAGE 1111-7473 BEPoRE USE. Design valid for use only with ANTek connectors. This design Is based only upon parameters shown. and b for an IndMdual bu8ding component. ApplkaWTily of des(gn paramenters and proper incorporatbn of component is resp balding designer -not (suss designer. Bracing shown is for latero- support of Individual web members only. Addillonal temporory bracing to insure stablfily during construction is the respomibilliy of the erector. Additional permanent bracing of the overall structure b the responzlb�ity of the WWII designer. For general guidance regarding fabrication. qua8ly conhol, storoge, delivery. erection and bracing. consult ANSI/TPI1 Quality CsB' a DSB-89 and BCSII Buliding Component Solely Informa8on avaQable from Trvss Plate Institute, 583 D'Onofn Drive. Madison. WI 53719. �OQppFESS/S. pN�� of C 0A433 ©WJr-!"",...alir( V September 15,2006 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 2-0.5 9-2-3 16-0-0 22-114 30-7-11 38-40 9.1 2.0-5 7.1-13 7-1.13 6.74 7-8-7 7-8.5 1-6-0 5x6 = 5x8 = 5 6 6.00 12 N 3x4 1.5x4 II 7 3 3x6 3x4 i 8 3x4 4x6 , 2 9 1 3x4 -- 10 tz 0 24 23 22 11 12 j I x4 II 3x4 = 21 20 19 18 17 16 5 1.5x4 II 4x4 = 3x8 = 3x4 = 3x4 = 14 13 34 _ 5x8 = 3x6 = 12811 3x4 = 7 r 5x8 = -3-8 28.68 2 38-4-0 7-3-8 21.3-0 0.1.12 9-1-8 Scats = 1:85.5 0-6-4 Plate Offsets (X,Y): [5:0-30,0-2-01 [6:0-6-0 0-2-8] [15:0-5-8 0-2-81 [22:0-2-8 0-2-81 [2310 1 12 0 1 81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.04 16-18 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.08 16-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.02 11 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 259 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr G TOP CHORD Sheathed or 5-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins BOT CHORD 2 X 4 OF No.1&Btr G (6-0-0 max.): 5-6. WEBS 2 X 4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpl 6-18.4-19 REACTIONS (Ib/size) 14=135010-3-8.11=32510-3-8.24=91110-3-8 Max Horz24=-136(load case 3) Max Upliftl 1 =27(load case 3) Max Gravl4=1350(load case 1), 11=341(load case 7), 24=911(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1105/10, 2-3=-1177/26, 3-4=1186/69, 4-5=728/83, 6-7=-699/70, 7-8=-612/44, 8-9=-612/44, 9-10=0/206, 10-11=156/20, 11-12=0/17, 1-24=-889/0, 5-6=-653/89 BOT CHORD 1314=0/0, 11-13=0/138.20-21=-1/11, 19-20=0/781, 18-19=0/624, 17-18=0/548, 16-17=0/548, 15-16=-185/68, 2324=-4/129 .22-23=0/988 WEBS 5-19=-43/209,6-18=-69/53,7-18=0/164.14-15=-132210, 9-15=-1119/0.21-22=-6f79. 322=-227/9,4-20=-107/6, 20-22=0/793, 4-22=25/492, 2-23=263/0, 1-23=0/1036, 2-22=V79,10-13=23/1144, 1315=0/143, 10-15=322/36, 7-16=-423/0,9-16=0/889,4-19=342/42, 6-19=-23/220 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 38 It with exposure B ASCE 7-93 peg UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If �FE$.S/ porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 �OQR �N9 3) Provide adequate drainage to prevent water ponding. �� P���GR S T�NC�F2 4) This truss has been designed fora 10.0 psf bottom chord live load nonwncurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. Q Gym LOAD CASE(S) Standard .. � LUE� 03 September 15,2006 ® WARNWO - Vert fy design parameters and READ NOTES ON THIS AND MCLUDED MTEK REFERENCE PAGE MU -7473 BEFORE USF - Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and B for an Individual building component. • Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the Mire k, erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricalion, clualiy, control, storage, delivery, erection and bracing, consult ANSItIP11 Quality Criteria, DSB-89 and BCSII Building Component .a.rs ro;esaram..• Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights. CA, 95610 r11s9 7-4-5 14-2-2 1 21.0.0 123-0.01 29.9-14 1 36-711 1 44.0-0 15-6-R1.6-0 7-4.5 6.9-14 6.9-14 2-0.0 6.9-14 6-9-14 7.4-5 1-6-0 5x8 = Scale = 1:90.6 5x6 = 6.00 12 21 20 19 23 18 17 16 15 14 13 24 5x10 = 1.5x4 11 3x4 = 3x8 = 3x8 = 1.5x4 If 3x6 = 1.5x4 11 3x8 = 3x4 = 3x8 = 7-4.5 14-2-2 22.10-4 29-9.14 34-&0 6-7-11 44.0.0 74-5 - 6.9-14 B-8-2 6-11-10 4-8.2 2-1-11 7.4-5 LOADING (psf) TCLL 16.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL in (loc) Udell L/d PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.56 0.59 Vert(LL) 0.18 20-21 >999 240 Vert(TL) -0.26 20-21 >999 MT20 220/195 BCLL 0.0 BCDL 7.0 Rep Stress Incr YES Code UBC97/ANSI95 WB 0.58 180 Horz(TL) 0.10 14 n/a n/a ,OFESS/QN 3) Provide adequate drainage to prevent water ponding. 4) This truss has O0' (Matrix) C! 6) This truss has been designed for a total drag load of 4500 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0, Weight: 253 lb LUMBER TOP CHORD 2 X 4 OF No.18Btr G BRACING BOT CHORD 2 X 4 DF tr G TOP CHORD Sheathed or 2-8-12 oc purlins, except WEBS 2 X 4 DF Std G Std G 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 4-5-8 oc bracing. WEBS 1 Row at midpt 6-18, 7-17, 5-18, 7-18, 8-17 2 Rows at 1/3 pts 8-14 QUALIFIED BUILDING DESIGNER SHALL REVIEW THE INPUT REACTIONS (lb/size) 2=115'6/0-3-8,14=1713/0-3-8.11=187/0-3-8 LENGTH AND PLACEMENT OF CNNECTION TO TRANSFER LATERAL TO THE Max Horz2=143(load SUPPORTING STRUCTURE AS STATED N THE DRAG LOAD OTE BELOW.CES case 11) Max Uplift2=-1253(load case 12), 14=-457(load case 13), 11=-811(load case 9) Max Grav2=2389(load case 7), 14=2166(load case 6), 11=1030(load case 17) FORCES (lb) - Maximum Compression/Maximum Tension - TOP CHORD 1-2=0/34, 2-3=4643/2650, 3-4=3321/1811, 4-5=2476/1373, 5-6=2039/1147, 7-8=1522/694, 8-9=98/715, 9-10=-855/1274 ,10-11=-1740/1930,11-12=0/34,6-7=-1055/388 BOT CHORD 2-22=-2291/3818, 21-22=2094/3787, 20-21=2094/3787, 19-20=-2097/3369,19-23=-2097/3369,18-23=1293/3184, 17 -18= -1132/1918,16 -17= -797/1433,15 -16=-497/972,14-15=1541/2016,13-14=-1544/1369,13-24=-1544/1369, 11-24=-1574/1566 WEBS 6-18=-191/340,7-17=-429/176, 3-21=-23/256, 3-20=-556/74, 5-18=-676/59, 7-18=-176/605, 8-17=277/732, 8-15=23/212, 10-14=-477/51, 5-20=-51/443,10-13=-29/230.8-14=-2094/519 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 R above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 44 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ,OFESS/QN 3) Provide adequate drainage to prevent water ponding. 4) This truss has O0' been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. C! 6) This truss has been designed for a total drag load of 4500 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0, Q� Q Cm 7) Desiigntassumes 4x211-8 (flat orientation) purlins attoc spacing indicated, fastened to truss TC w/ 2-10d nails. IX C04 3 M LOAD CASE(S) Standard * E r �. September 15,2006 A WARNING - Var(fy deargn panxmerera and READ NOTES ON THrB AND INCLUDED ffiTER REFERENCE PAGE MU -7473 BEFORE USE. Dezign valid for use ony with FNTek connectors, this design Is based onry upon parameters shown. and is for an Individual building component. �• Applleab0lty of design paramenters and proper incorporation of component b responstbirily of building designer -not hues designer. Bracing shown is for lateral support of Individuol web members only. Addilionat temporary bracing to Insure stabi0ty during construction Is the responsibBliry of the M laebdcati naquaON c nho. sfomgecdelivery. erectrron and bra ntg aoruvtt sroAN11/T Ii QuaOty CMeda DSB 89 andrBC511 Build ng Component pMiTek• Salety Inlorma8on available from Truss Plate Institute. 583 D'Onofrb Drive. Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA. 95610 r1:" 7-4-5 14-2-2 1 21.0-0 •Iz3o-01 29-9.14 I 36.711 I 44-D-0 45.60 1-6-0 7-4-5 69-14 69-14 2-0.0 69.14 69-14 7.4-5 Sale = 1:90.8 5xe = 5x8 CONN. OF GABLE STUDS BY OTHERS. = 6.00 12 6 7 21 20 19 44 18 17 16 15 14 13 45 5x10 = 1.5x4 11 3x4 = 3x8 = 3x8 = 1.5x4 11 3x8 = 1.5x4 11 3x8 = s 3x4 = 3x8 = 7.4-5 14-2.2 22.10-4 29-9.14 34.6-0 1367-111 44-0-0 7-4.5 69-14 8-8.2 6-11-10 4-8-2 2-1-11 7-4-5 Plate Offsets (X.Y): f2:0-2-1 Edgel, [6:0-3-0.0-2-01 [7:0-6-0.0-2-8], [8:0-2-5.0-1-81 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.18 20-21 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase1.25 BC 0.59 Vert(TL) -0.26 20-21 >999 180 BCLL 0.0 Rep Stress Incr . YES WB 0.58_ Horz(TL) 0.10 14 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 322 lb k LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 2-8-12 oc purlins, except BOT CHORD 2 X 4 DF No.1&Btr G O 2-0-0 oc purlins (6-070 max.): 6-7. OTHERS 2 X 4 D WEBS 2 X 4 F Std G BOT CHORD . Rigid ceiling directly applied or 4-5-8 oc bracing. F Std G WEBS 1 Row at midpt 6-18,7-17.5-18,7-18, 8-17 2 Rows at 1/3 pts 8-14 QUALIFIED BUILDING DESIGNER SHALL REVIEW THE INPUT REACTIONS (Ib/size) 2=115610-3-8,14=1713/0-3-8.11=187/0-3-8 LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE Max Horz2=143(load case 11) SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. Max Uplift2=-1253(load case 12), 14=-457(load case 13), 11=811(load case 9) Max Grav2=2389(load case 7), 14=2166(load case 6), 11=1030(load case 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-4643/2650, 3-4=3321/1811, 4-5=-2476/1373, 5-6=-2039/1147, 7-8=1522/694, 8-9=98/715, 9-10=855/1274 ,10-11=1740/1930, 11-12=0/34,6-7=-1055/388 BOT CHORD 2-43=-2291/3818, 21-43=2094/3787, 20-21=-2094/3787, 19-20=-2097/3369, 19.44=-2097/3369, 18-44=-1293/3184, 17 -18=1132/1918,16 -17= -797/1433,15 -16=-497/972,14-15=-1541/2016,13-14=1544/1369,13-45=-1544/1369, 11-45=-1574/1566 WEBS 6-18=-191/340, 7-17=-429/176, 3-21=23/256, 3-20=556/74, 5-18=-676/59, 7-18=176/605, 8-17=277/732, 8-15=-23/212, 10-14=-477/51, 5-20=-51/443, 10.13=-29/230, 8-14=-2094/519 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 44 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 Q?,OFESS/�N 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry �, End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. Gable S. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. Lu m 7) A plate rating reduction of 20% has been applied for the green lumber members. Of C 6433 rTl 8) This truss has been designed for a total drag load of 4500 Ib. Conned truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0, rn 43-0-0 to 44-0-0, 16-11-8 to 34-6-0 for 230.3 plf. * R r-07 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard _a�Q September 15,2006 ® WARNING • Vert ffy design pawmetem and READ NOTES ON THIS AND ZNCWDED W77.K REFERENCE PAGE MB -7473 BEFORE USE. ��®® Design volid for use only with MiTek connectors. This design Is based only upon parameters shown. and is for an Individual building component. ■TW, ApplicabilityIffsof design paramenters and proper Incorporation of component Is responsbirily of building designer - not truss designer. Bracing shown T b for lateral support of Individual web members only. Additional temporary bracing to Insure slabirity during construction Is the responsibillity, of the Mi+..ek erector. Additional permanent bracing of the overall structure Is the responsibility, of the building designer. For general guidance regarding _ fabrication. quolily control. storage. delivery. erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and 8CSI1 Building Component �O1e Safety Information available from Tans Plate Institute. 583 D'Onofrto Drive. Madison, WI 53719. 7777 Greenback Lane, Suite 109 41 C11rus Heights. CA, 95610 Job russ russ ype ly y MARSHALL - 2314 MARS0707 A14 CAL HIP r 1 R2278927E Longfellow Lumber Co., Inc., Chico, Ce. 95928-7434, Matt Dietz Job Reference o li0nal 6.200 s Jul 13 2005 MRek Industries, Inc. Fri Sep 15 06:25:57 2006 Page 1 1-7.11 1-3.8 6.3-5 11.3-1 16.2.14 21-2-10 26.2-7 31-2.3 35-9.13 36- -0 41$12 1-3.8 4.7.10 4-11-13 4-11-13 4-11-13 4-11-13 4-11-13 4-7.10 04-3 5.6-12 Stale = 1:72.7 0.4-3 6.00 121x8 i 5x6 % 3x10 = , 3x8 = 1.5x4 11 3x4 = 3x8 = 1.5x4 II 4x8 = 5x8 = 2 1 _ 4. zz zo 21 20 19 26 18 27 17 16 15 14 13 128 46 = 2x4 II 2x4 II 5x8 = 4x4 = 2x4 11 4x12 = 2x4 II 2x4 11 48 = 48 = 48 = 44 = A I� 1-3-8 6-3.5 11-3-1 16.2-14 21.2.10 26-2-7 31.2-3 3? -2-1? 36.2-0 41-8-12 1-3.8 - 4-11-13 4-11-13 4-11-13 4.11-13 4.11-13 4-11-13 1-0.9 3-11-4 5$12 Plate Offsets (X,Y): [2:0-0-1 0-0-01 [3:0-2-0,0-1-81 [9:0-3-0 0 -1 -8] [10:0 -3 -12.0 -1 - LOADING (pso 10'0-3-12 0-1-LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.16 18-20 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.34 18-20 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.03 13 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 463 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins BOT CHORD 2 X 6 DF SS G (5-7-11 max.): 2-10. WEBS 2 X 4 DF Std G 'Except BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-22 2 X 4 DF No.1 G, 3-20 2 X 4 DF No.1 G, 5-20 2 X 4 DF No.1 G 7-18 2 X 4 DF No.1 G, 7-15 2 X 4 DF No.1 G, 9-15 2 X 4 DF No.1 G REACTIONS (lb/size) l l=-905/0-3-8, 23=2302/0-3-8, 13=4931/0-3-8 Max Horz23=-70(load case 3) Max Upliftl 1 =-1027(load case 6) Max Grav23=2303(load case 6), 13=4931(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1116/0.2-3=-1076/0,3-4=-6227/0,4-5=-6227/0,5-24=6140/0, 6.24=6140/0, 6-7=-6140/0, 7-8=510/0, 8-9=-510/0, 9-10=0/4868,10-11=0/2670,1-23=-2227/0 BOT CHORD 22-23=0/67, 22-25=0/4181, 21-25=0/4181, 20-21=0/4181, 19-20=016140,19-26=016140, 18-26=0/6140, 18-27=0/3843, 17-27=0/3843, 16-17=0/3843, 15-16=0/3843, 14-15=-3981/0, 13-14=3981/0, 13-28=2382/0, 12-28=2382/0, 11-12=2382/0 WEBS 2-22=-189/99, 3-22=-3515/0,3-21=0/260.3-20=0/2316,4-20=-488/0,5-20=0/101, 5-18=-543/0, 7-18=0/2603, 7-17=0/244, 7-15=3774/0, B-15=-474/0,9-15=0/5071. 9-14=308/9,9-13=2763/0.10-12=0/256,1-22=0/2130.10-13=3105/0 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 ac. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply QROFESS/�N connections have been provided to distribute only loads noted as (F) or (B), unless clherMse indicated. 3) Unbalanced roof live loads have been considered for this design. ��R S.F,L 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead vj Q� C�� 2 load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of Q dimensions 45 ft by 42 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers ntilevers exist, they are exposed to wind. If W /� O4c porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the late grip increase is 1.33 li U m 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load non concurrent with any other live loads. * E 14 0% 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. �Q 9) Uplift for first LC exceeds limits Continued on page 2 September 15,2006 ® WARNING - VerViJ deelgn parameffra and READ NOTES ON TRIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with Wok connectors. This design is based only upon parameters Shawn, and Is for an IndiNdual building component. �• Applicability of design paromenters and proper Incorporation of component is responsibility, of building designer- not thus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure s•abiity during comtruction Is the responsibility, of the L erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding M iTe ^• fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component "" Safety "'- Information available from Tens Plate Institute. 563 D'Onotrio Drive. Madison, WI 53719. 7777 Greenback Lane, Suite 109 Cims Heights, CA, 95610 0 uss russ ype ty y MARSHALL - 2314 MARS0707 ��r4 CAL HIP 1122789276 1 Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Matt Dietz 2 Jab Reference o tional 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 15 0625:57 2006 Page 2 NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234 Ib down and 10 Ib up at 40-3-8, and 234 Ib down and 10 Ib up at 5.8-8 on top chord, and 920 Ib down and 2 Ib up at 18-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-52,2-10=-100, 10-111=52,1111-23=27(F=113) Concentrated Loads (Ib) Vert: 10=-234 2=234 26=-920(F) ® WARNING. 9er(fy design pam¢metem and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIT 7473 BEFORE USE. Design valid for use only With Wok connectors. This design is based only upon parameters shown. and is for an Individual building component. �• Appllcabllity of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. gracing shown a for lateral support of individual web members only. Additional temporary bracing to Insure stable during construction Is the res erector. Additional permanent bracing of the overall stricture a the responsibility of the building designer. For general guidance regarding of the MiTek• fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria. OSB -89 and BCSII Building Component " * Safety Information available from Truss Plate Institute. 583 D'Onofdo Drive. Madison. WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights• CA, 95610 all Job TrUSS NSS type ty y MARSHALL - 2314 I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 822926829 MARS 0707 A15 CAL HIP 2 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.52 Vert(TL) Job Reference (optional) v.cvv a — m cera mi, en nsvussnes, rnc. v . aeP - ,v . cuuo rage 1 5-1.6 54-11 1251 1 19-8.12 1 27-0-7 1 33-9.13 3q -4f2 41.8-12 143-2-171 • 5-1b 0165 6-9-6 7-3.11 7-3-11 6.9.6 0.8.5 7-4-10 1-6-0 Scale c 1:73.4 5x6 i 2x4 II 6.00 12 5x8 • 4x8 = 4x8 = 4x8 = 2 3 4 5 a 7 18 17 18 15 14 13 12 11 10 3x6 2x4 If 4x8 = 3x6 = 3x8 = 1.5x4 11 3xB = 1.5x4 If 1.5x4 11 - 3x6 = 1 Sia 1 12.5-1 I 19.8.12 I 27.0.7 1 32-2-12 f 34-4-2 I 41-8-12 1 5.1.6 7-3.11 7-3.11 7-3-11 5-2-5 2-1-6 7-4-10 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.11 14-16 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.24 14-16 >999 180 BCLL . 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.04 11 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 218 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.188tr G *Except* TOP CHORD 2-42X6OFSSG,4-72X6OFSSG BOT CHORD 2 X 4 OF No.18Btr G BOT CHORD WEBS 2 X 4 DF Sid G WEBS REACTIONS (Ib/size) 18=924/0-3-8.11=1932/0-3-8,8=-36/0-3-8 Max Horz18=-76(load case 3) Max Upliftl8=-4(load case 5), 8=227(load case 6) Max Gravl8=926(load case 6), 11=1932(load case 1), 8=14(load case 4) Sheathed or 5-9-4 oc puffins, except end verticals, and 2-0-0 oc puffins (6-0-0 max.): 2-7. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0.0 oc bracing: 10-11,8-10. 1 Row at midpt 6-11 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1164/19,2-3=-1047/38.3-4=-1506/51, 4-5=-1506/51, 5-6=-1506/51,6-7=0/1212, 7-8=0/870, 8-9=0/17, 1-18=-892/0 BOT CHORD 17-18=0/67, 16-17=0/1757, 15-16=0/1757, 14-15=0/1757, 13-14=0/287, 12-13=0/287, 11-12=0/287, 10-11=782/35, 8-10=-780/35 WEBS 2-17=-27/280,3-17=-824/20, 3-16=-18/248,3-14=-285/0, 5-14=-380/0, 6-14=0/1366, 6.12=-15/210, 6-11=-1832/0, 7-10=11/1162.7-111=936/0, 1-17=0/1087 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 42 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent vrith any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard ® WARNING -Verify design parameters and READ NOTES ON TRIS AND INCLUDED M = REFERENCE PAGE 8!17.7473 BEFORE USE. Design valid for use only wOh MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsib811ty, of the erector. Add[ional permanent bracing of the overall structure's the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul[ ANSI/TPII Quality Criteria, DSB-89 and BCSII Bullding Component , Safety Information avallable from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. �OQ,9,0F ESS/p�9` S. C 04 433 * E -07 1 OF September 27,2006 M_k� iTe pare Ign"n" 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Ob rugs Russ ype y�PIY MARSHALL •271d 82292683 1-4850707 A16 CAL HIP 2 1 Job Reference o tional Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Matt Dietz 6.200 s Jul 13 2005 Mfrek Industries, Inc. Wed Sep 27 14:08:41 2006 Page 1 ' 3.8.1 1 9-3-8 9 -?-111 13-5-0 1 23.10-4 1 29.9.13 32r� 0 35.9.7 1 41-8-12 13.2-14 38-1 5.7-7 0-4-3 3-9-5 10-5-4 5-11-9 0-4-3 5.7-7 5.11-5 1-6.0 Scale = 1:74.7 Sx6 3x8 = 6.00 12 3 4 3x4 i 2 2x4 11 3x8 = 3x8 = 5x6 1 I 5 7 4x6 9 3x4 10 \\1 1 21 Ig 1195x8 = 18 /"18 -`u'�\ 24 23 22 21 20 1.5x4 1117 14 13 3x6 = 2x4 II 3x4 = 3x8 = 4x4 = 2X41 11 4x8 = 2x4 11 3x4 - ` CONN. OF BOTTOM CHORD FILLER BY OTHERS 3-6-1 9.3-8 13.5-0 23.10-0 30-2-0 32-2-12 35-9-7 41-8.12 3-8.1 5-7-7 4-1-8 •10-5-4 6-3.12 2-0.12 3-6-11 5.11-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 TCDL 10.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.07 18-19 >999 240 MT20 220/195 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.16 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.04 14 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 244 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X4 DF No.18Btr G *Except* TOP CHORD Sheathed or 5-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins 9-14 2 X 4 DF Std G, 5-20 2 X 4 DF Std G BOT CHORD (4-11-12 max.): 3-8. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 DF Std G OTHERS 2 X 4 DF Std G 9-10-0 oc bracing: 19-20 6-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 7-16 JOINTS 1 Brace at Jt(s): 15 REACTIONS (Ib/size) 24=977/0-3-8,14=1735/0-3-8. 11=139/0-3-8 Max Horz24=-72(load case 3) Max Uplift24=-4(load case 5), 11=54(load case 6) Max Grav24=978(load case 6), 14=1735(load case 1), 11=160(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1129/18,2-3=-1204/37,3-4=-1082/57.4-5=-1486/49, 5-6=1486i49.6-7=1486/49,7-8=0/84,8-9=0/100, 9-10=0/723, 10-11=-8/402.11-12=0/17,1-24=953/0 BOT CHORD. 23-24=-23/64.22-23=-9/1010, 21-22=0/1251, 20-21=8/0,14-15=1679/0,9-15=-1551/0,18-19=0/981.16-18=0/981, 15-16=647159,19-20=5170.5-19=271/0.14-17=0/0, 1314=0/0, 11-13=-357/41 WEBS 2-23=-293/0, 2-22=-4/160, 322=27/322,4-22=-348/21,4-21=-246/0, 19-21=0/1287,7-18=-15/215,7-16=1322/5, 8-16=-253/0, 10-15=-432/33, 10-13=-23/224,4-19=0/379,7-19=-3/634, 13-15=-370/43, 9-16=0/1247, 1-23=0/1071 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom Chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 R by 42 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) puffins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard ® WARNING - Ver(fy design parameters and READ NOTES ON TIDS AND INCLUDED AUTER REFERENCE PAGE MD -7473 BEFORE USE. Design valid for use only with M7ek connectors. This design is based only upon parameters shown. and Is for an Individual building component. Appliwbiliy, of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the resporuibilliy, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Tens Plate Institute, 583 VOnofdo Drive. Madison. WI 53719. Ogp,o ESS/pN� S. TjNc�Fy CO Q F 0 Q "� m W C 04.433 mo QOV 3.4 O7 I -Ar September 27,2006 M M_ iTek- 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 O NSS NSS ]C -AL HIP 1 1ype y y 7J.b HALefeenceo tionalL-2314 MARS0701 A17R22926831 Longfellow lumber Co., Inc., Chico. Di o, Ca. 95928-7434, Mattetz 8.200 s Jul 13 2005 MRek Intlusiries, Inc. Wed Sep 27 14:08:41 2006 Page 1 1-6-0 5.11-5 11-10.15 15.6-12 1 17-8.4 1 24.1-8 28.5-0 32.1-1 38.0.11 440.0 1-8-0 571.5 5-11-10 3.7.13 2-1-8 6.5.4 4-3.12 3-7-13 5-11.10 5-11.5 1-6-0 Scale= 1:80.2 6.00 F12 5x8 7g 7 2x4 11. 3x8 = 11 94 5x6 zo 25 36 24 1.5x4 II 4212 = - 19 18 17 3x6 — 3x4 = 5x8 = 2x4 II 5x8 = 3x4 = / 2x4 11 CONN. OF BOTTOM CHORD FILLER BY OTHERS 5-11.5 15-&12 5.11-5 9-7-7 17.84 19-11-8 2-147 2-34 TOP CHORD 2 X 4 OF No.1&Btr G 32-2-834-6-0 12-3-0 BOT CHORD 2 X 4 OF No. 1&Btr G 'Except* 2.3-8 44-0-0 9,0.0 Plate Offsets(X.Y): [2:0-10-4 0-0-141 (5.0-2-150-1-8] f6:0-4-0.0-1- 12] [13:0-3- 0.0-1 -12L_11 8:0-2-4 0-1 01 [20 0-5-8.0-2-81, F23:0-2-8.0- 3-0], [2 5: 0-4-0 , 0- 2-01 WEBS LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.23 25-26 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.37 25-26 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.97 Horz(TL) 0.07 18 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 265 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr G TOP CHORD BOT CHORD 2 X 4 OF No. 1&Btr G 'Except* 8-24 2 X 4 OF Std G BOT CHORD WEBS 2 X 4 OF Std G r OTHERS 2 X 4 OF Std G WEBS REACTIONS (Ib/size) 2=1601/0-3-8,15=6210-3-8,18=275010-3-8 Max Horz2=95(load case 4) Max Uplift2=-100(load case 5), 15=127(load case 6), 18=-142(load case 5) Max Grav2=1601(load case 1), 15=119(load case 7), 18=2750(load case 1) Sheathed or 3-8-6 oc pudins, except 2-0-0 oc purlins (4-4-5 max.): 6-10. Rigid ceiling directly applied or 10.0-0 oc bracing, Except:. 6-0-0 oc bracing: 20.21,17-18,15-17. 1 Row at midpt 8-23 1 Row at midpt 9-21,13-18 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-2980/201, 3-4=-2942/244, 4-5=2301/213, 5-28=-2291/238, 6-28=-2125/261, 6-29=-109/0, 7-29=29/0, 6-30=-2236/327, 30-31=2236/327, 8-31=-2236/327, 8-9=2243/326, 9-32=1185/253, 32-33=-1185/253, 10-33=1185/253, 11-34=2910,10-34=109/0.10-35=-1 190/193. 12-35=1304/170, 12-13=1387/148, 13-14=-66/949, 14-15=87/565, 15-16=0/34 BOT CHORD 2-26=175/2582, 25-26=-152/2274, 25-36=-34/119, 24.36=34/119, 22-23=87/1877, 22-37=87/1877, 21-37=87/1877, 20-21=-814/130,18-19=0/0, 17-18=18/2.15-17=-475/88, 23-24=14/22,8-23=438/19 WEBS 3-26=-222/8, 4-25=-381/13, 6-25=-143/167.9-23=-561709. 9-22=-24/140, 9-21=1319/112.10-21=-167/57.14-20=-485/61, 14 -17= -45/234,18 -20= -2699/179,13 -20= -2543/167,17 -20=-475/89,23-25=111/1956,6-23=-47/511,13-21=-172/2384, 4-26=-35/490 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 44 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (Oat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 Ib down and 12 Ib up at 30-3-8, and 131 Ib down and 12 Ib up at 13-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). il"A[n189 SEMSt9ndard I► WARHING - 9er11f1 design parameters and READ NOTES ON THIS AND INCLUDED 8177'EK REpERENCE PAGE 8117.7473 BEFORE US& Design vo8d for use only with Mlrek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paromenters and proper Incorporation of component Is responsibility of budding designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbdliy of the fabrication. quality cotional ntrol. storage. agnt re. delivery, erection and bracing, onof the overall structure Is the psutt responsibility Il Qualitof the ygCriteria. DSB-8ner. For9 and BCeneral SII Build ng Compouidance nent Safety Information available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison. WI 53719. �OQ�kpF ESS/p/ygl S. G' Of C OA433 T ©INNUA M September 27,2006 MiTek* 7777 Greenback Lane, Suite 109 Citrus Heights, CA. 95610 Job ruse MSS ype ty IrlY MARSHALL-2314 MARS0707 Ail CAL HIP 1 i 822926831 Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Malt Dietz Job Reference 0 lional 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Sep 27 14:08:41 2006 Page 2 .. ...-,v�1vr v sols - 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-28=52, 7-29=104(B=52), 30-31=-72(B=-52), 31-32=-104(8=52), 32-33=-72(B=-52), 11-34=-104(8=-52), 16-35=52, 2-24=-14, 20-23=-14, 15-19=-14 Concentrated Loads (lb) # Vert: 28=-131 35=-131 Trapezoidal Loads (plf) Vert: 28= -78 -to -6=-92, 6= -92 -to -29=-104, 6=60 -to -30=-72, 33= -72 -to -10=-60, 34= -104 -to -10=-92, 10= -92 -to -35=-78 ® WARNING - Verify Rww(g- purameterw and READ NOTES ON THIS AND [NCLUDED ffiTER REFERENCE PAGE MR -7473 BEFORE USE. �® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown. and b for an Individual building component, fa9ltY• Applicability of design paromenters and proper Incorporation of component Is responsibility of building designer - not thus designer. Bracing shown h for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII quality Criteria, DSB-89 and BC511 Building Component •o,.xw >n Prwraw.- • Safety Information available from Tens Plate Institute, 583 D'Onofrlo Drive, Madison, WI 537 W. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 O R1S5 cuss ype ty y MARSHALL •2314 MARS0707 ]AI8 CAL HIP 822789280 1 1 Job Reference'..in. o tional Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Matt Dietz 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Sep 15 06:25:59 2006 Page 1 2.11-5 7-10.0 Uj3 1S-9-3 23.8-5 31-3.5 31'i-3 41-8.12 43-8-12 2-11.5 410-11 7-8 361 0-4-3 7-7-0 7.11-3 7-7.0 0-4-3 4-10.11 5.2.9 2.0-0 Scale = 1:75.5 - - -- — r o 1 r 16 2x4 II 3x8 = 3x8 = 4x8 = 3x4 = 1.5x4 11 4x6 = 3x8 = 1.5x4 11 Sld 2-11.5 7-10.0 15-9-3 23-6-5 31-7-8 36-6-3 41-8-12 2-11.5 _ 4-10.11 7.11-3 7-11-3 7-11.3 4.10-11 5-2-9 Plate Offsets (X,Y): f370-0-1.11-0-01, [8:0-4-0.0-2-81 (14.0-10-0 0-0-101 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.27 19-20 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.40 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 14 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 2321b LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 3-11-13 oc purlins, except end verticals, and 2-0-0 oc BOT CHORD 2 X 4 DF No.1&Btr G puffins (3-9-5 max.): 3-12. Except: WEBS 2 X 4 DF Std G 1 Row at midpt 8-12 OTHERS 2 X 4 DF Std G f BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 WEBS 1 Row at midpt 4-22, 8-20.8-17 JOINTS 1 Brace at Jt(s): 8 REACTIONS (Ib/size) 24=1391/Mechanical, 14=1512/0-3-8 Max Horz24=-208(load case 3) Max Uplift24=60(load case 5), 14=-45(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1580/99, 2-3=-2053/148, 3-4=1809/137, 4-25=2801/233.5-25=28011/233, 5-8=28011/233,8-9=21163/195, 9-12=2163/195, 6 -7= -66/0,7 -l0= -96f75, 10-11=105/16, 11-12=-126/0, 12-13=2456/89, 13-14=-2703/57, 14-15=0/46, 1-24=1350/57 BOT CHORD 23-24=0/195, 22-23=0/1381, 21-22=0/2801, 20-21=0/2801, 20-26=-78/2958, 19-26=78/2958, 18-19=-79/2960, 17-18=7912960,16-17=0/2339,14-16=0/2339 WEBS 2-23=-561/13, 2-22=-33/504, 3-22=711561, 4-22=1172/129, 4-20=86/356, 8-20=-426/129, 8-19=63/274, 8-17=-940/139, 12-17=921719,13-17=-199/14.13-16=8/145.1-23=-54/1422, 9-10=105/0, 7-8=-316/77 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 42 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33Q�OFESS/pN 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��')y 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. ii Q`2 CSL 0, 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LU rn LOAD CASEC 04 3 E�S) Standard V * � September 15,2006 ® WARMNO. 9e10 design parameters and READ NOTES ON THIS AND INCLUDED d1= REFERENCE PAGE MD -7473 WPORS USE. Design valid for use only with MITek connectors. This design Is based o MW Applicability of designincorporation nh' upon parameters shown. and b for an it - not t u building component. N g parvidual rs and proper ly.Adof component Lt responsibility of building designer •not truss designer. Bracing shovm is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .MiTek, fabrication, quality control. storage, delivery. erection and bracing. consult ANSI/TPII Qualty Crtieda. DSB•89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofdo Drive, Madison. WI 53719. 7777 Greenback Lane. Suite 109 Citrus Heights. CA. 95610 jvu Truss Type Qty, Ply MARSHALL -2314 MMS0707 A19 CAL HIP 1 1 822926832 Job Reference o tional Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Matt Dietz - 6.200 s Jul 13 2005 MTek Industries, Inc. Wed Sep 27 14:08:42 2006 Page 1 6-2.9 12-1-4 1 7 18-8-7 25.3-9 31-69 31- 12 37-9-7 44-0-0 5-6- 62-9 5.10-11 0-0-3 63.0 67.3 63-0 0-43 5-10.11 62-9 1.60 1.5x4 11 Scale = 1:81.2 r 7 23 22 21 20 25 26 19 18 17 16 3x10 = 1.5x4 II 3x8 = 3x6 = 3x4 = 1.5x4 II 3x6 = 3x8 = 1.5x4 II 62-9 12-1-4 1667 2539 31-10-12 37-9-7 44-0-0 62-9 5-10.11 67.3 67.3 6-7-3 5-10-11 62-9 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.22 19-20 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.38 19-20 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.41 Horz(TL) 0.14 14 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 3-9-7 oc puffins, except BOT CHORD 2 X 4 DF No.1&Btr G 2-0-0 oc purlins (3-10-11 max.): 3-12. Except: WEBS 2 X 4 DF Std G 2 Rows at 1/3 pts 5 12 OTHERS 2 X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-22,8-20.8-17 JOINTS 1 Brace at Jt(s): 5 REACTIONS (lb/size) 1=1449/0-3-8.14=1538/0-3-8 Max Horzl=145(load case 3) Max Uplift1=29(load case 5), 14=16(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=2845/96, 2-3=2451/116, 3-4=2139/109, 4-24=-2624/140, 5-24=2624/140, 5-8=2624/140, 8-10=-2139/132, 10-12=2139/132, 6-7=19/0, 7-9=53/44, 9-11=76/39,11-12=93/0,12-13=2449/51.13-14=2825/21, 14-15=0/34 BOT CHORD 1-23=0/2467, 22-23=0/2467, 21-22=0/2624, 20-21=0/2624, 20-25=0/2618, 25-26=0/2618, 19-26=0/2618, 18-19=0/2618, 17-18=0/2618.16-17=0/2446,14-16=0/2446 WEBS 2-23=-17/213,2-22=-410136, 3-22=56/712, 4-22=749164, 4-20=54/226,8-20=-68i`76. 8.19=28/225, 8-17=648/42, 12-17=-541708,13-17=-336/28,13-16=14/209, 9-10=-199/9,5-7=141121 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 44 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to Wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (Oat orientation) puffins at oc spacing indicated, fastened to truss TC w/ 2-1Od nails. LOAD CASE(S) Standard ® WARNING- Varlfy design parameters and READ NOTES ON THIS AND INCWDED MITER REFERENCE PAGE bfB-7473 BFMRB USE. Design valid for use only vAth MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Appiiccblity, of design paramenters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional pennonent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control. storage. delivery. erection and bracing, consult ANSI/TP11 quay Criteria. DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drtve. Madison. WI 53719. �O,??,o ESS/pN�! C 0466,433 T September 27,2006 MiTek' 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 3.2.12 1 7-1.3 114-13 14-11-1 1 18-6-0 3-2.12 0.4-3 3-6-4 4-3-10 3.6-4 0-43 3.2-12 Scale: 3/8'=1' 4x4 6.00 12 3x4 =4x4 3x6 = 3x4 = 3x4 = 1.5x4 II 3x4 = 3x6 = 3-2.12 7-1-3 11-4-13 15-3-4 3.2-12 3-10-718-6-0 43-10 3-10-7 3-z•tz LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.08 9 >999 240 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.17 8-9 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.29 Horz(TL) 0.05 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 75 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 5-2-4 oc purlins, except BOT CHORD 2 X 4 DF No.1&Btr G 2-0-0 oc purlins (4-2-6 max.): 2-5. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=819/Mechanical, 6=819/0-3-8 Max Horz 1=9(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1620/0, 2-3=-1419/0, 3-11=2304/0, 4-11=2304/0, 4-5=-1419/0, 5-6=1620/0 BOT CHORD 1-10=0/1458,10-12=0/2304, 9-12=0/2304, 9-13=0/2304, 8-13=0/2304, 8-14=0/2304, 7-14=0/2304, 6-7=0/1458 WEBS 2-10=0/455, 3-10=979/0, 3-9=0/187, 4-9=-27/27, 4-8=0/187, 4-7=979/0, 5-7=0/455 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 N above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Girder carries hip end with 3-8-0 end setback. 8) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC wl 2-1 Od nails. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 Ib down and 3 Ib up at 15-1-8, and 69 Ib down and 3 Ib up at 3-4-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. gg)FESS/� 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard S. 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=52, 2-5=70, 5-6=-52,11-6=119(F=5) LUm Concentrated Loads r3 m Vert: 2=-69 5=-6=-6 9YP-1-07 9 September 15,2006 ® WARNING - V- jy d -19 -Parameters and READ NOTES ON THIS AND INCLUDED AUTEE REFERENCE PAGE MD -7473 BEFORE USE. Design valid for use only with Mlek connectors. This design is based only upon parameters shovm, and Is for an individual building Component. • Applicability of design paromenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibliliy, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding M iTek fabrication. quality control. storage, delivery, erection and bracing, consult ANSI/1P11 Quality Criteria, DSB-89 and BCSII Building Component Safety Information avallable from Truss Plate Institute, 563 D'Onofdo Drive. Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 O fuss n" S ype y MARSHALL 2314 PLAN MAR50707 82 CAL HIP 7ty 1 R21947990 Lonafellow Lumber Co.. Inc. Cbirn Cw o5o7a-7AIA A MT20 220/195 TCDL 10.0 Job Reference (Optional) �+c....+... un u�uuou� , i1. rvivrv .v......,v Guu. age 1 5.2.12 46.1+5 9-3.0 I 12-11.1 1134 18-6.0 52.12 D-4-3 3-8-1 3-8-1 0.4-3 52-12 Scale = 1:31.6 04 i RI 3x4 = 04 3x4 = 3x4 = 3x4 5'2.12 8.0.8 52.12 Plate Offsets (X,y): (1:0-2-10,0-1-81 [2:0-0-0.0-0-0]. [3:0-0-0.0-0-01, [4:13-0-0,0-0-01, [5•D-2-10 0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.11 6-7 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.21 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.03 5 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 72 lb LUMBER BRACING ` TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 5-6-5 oc purlins, except BOT CHORD 2 X 4 DF N0.18Btr G 2-0-0 oc purlins (6-0-0 max.): 2-4. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=729/0-3-8,5=729/0-3-8 Max Horzl=14(load case 4) Max Upliftl=-6(load case 5), 5=-6(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1267/14.2-3=1124/34,3-4=1124/34,4-5=1267/14 BOT CHORD 1-7=0/1137, 6-7=0/1335, 5-0=0/1137 WEBS 2-7=18/275, 3-7=295/4, 3-6=295/4, 4-6=-18/275 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 Ib down and 3 Ib up at 13-1-8, and QEtOF ESS/ 78 Ib down and 3 Ib up at 5-4-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. `�ON G LOAD CASE(S) Standard Y� L , 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 rn Uniform Loads (plf) Vert: 1-2=-52, 4-5=-52, 1-5=14 A LL' 19 rn C 4 Concentrated Loads (lb) Vert: 2=-78 4=78 * EXP. /30/06 Continued on page 2 V July 10,1b0 ® WARNING . 17er1fy'deMiIn parameters and READ NOTES ON THIS AND LVCLUDED MITER REFERENCE PAGE M71•7473 BEFORE USE. 7777 Greenback Lane m Design vafxd for use only with fvlTek connectors. This design is based on u Suite 109 g only upon porometers shown. and is for an individual building component. Claus Hei h Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown g ts, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing. consult ANSI/TPII Quality Criteria. DSB-89 and BCSII Building Component M iTeA0 Safety Information available from Truss Plate Institute. 583 D'Onohio Drive. Madison. WI 53719. r O Truss Truss ypey y MARSHALL 2314 PLAN MARS0707 - • 82 CAL HIP 1 1 R21947990 Lonalellow Lumber CO.. Inc.. Chico Ca_ 95929-7414 o i alr,on _ Job Reference (optional) LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert 2=52 -to -3=-78, 3= -78 -to -4=-52 ® WARNING - Ver(fy deefyn pa—eeero and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM -7473 BEFORE USE. 7777 Greenback Lane . a Design valid for use only with Mlek connectors. This design is based only upon parameters shown, and is for on individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown CiUus Heights, CA, 95810 is for loteral support of individual web members only. Additional temporary bracing to insure stoblity during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consul) ANSI/TPII Quality Criteria, DSB-89 and BCS11 Building Component A ���m Safety Information available from Truss Plate Institute, 58 M 3 D'Onofrio Drive. Madison, WI 53719. Job russ loss type ty Ply MARSHALL 2314 PLAN MARS0707 Cl ROOF TRUSS 1 1 821947991 Lanafellowtumherrn ler ch„•,. PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.10 Job Reference (optional)' t 2.10-8 - l 6-0-0 t 2.10-8 3-1-8 1.5x4 II 1 Scale = 1:21.3 - 2x8 It 3x8 = 1 2.10-8 I 6-0-0 2.10-8 3-i-8 Plate Offsets (X,1): [2:0-1-4,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.10 Vert(LL) 0.01 3-4 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.01 3 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight: 311b LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 5-7-8 oc purlins, exc ept end verticals. BOT CHORD 2 X 6 DF SSG BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 5=919/Mechanical, 3=1707/0-3-8 Max Horz5=89(load Case 3) Max Uplift5=26(load case 3), 3=-4(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=63/11, 1-2=46/25,2-3=1383/22 BOT CHORD 5-6=0/1212,4-6=0/1212, 4-7=0/1212, 3-7=0/1212 WEBS 2-5=1385/26, 2-4=16/1122 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 715 Ib down and 4 Ib up at 1-11-4, and 715 Ib down and 4 Ib up at 3-11-4, and 819 Ib down at 5-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �F ESS/ QR Ojv LOADCASE(S) Standard �D10ING 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 �Q�rO G Gl Uniform Loads (plo y Vert 1-3=52, 3-5=-14 Concentrated Loads CD LL! r C (lb) V019 Vert:3=-819(B)6=-715(B)7=-715(8) * EX 9/30/06 --V July 10.,2001 ® WARNING - V—j fy dulgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with Welt connectors. This design is based only upon parameters shown. and is far an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 956100MLN LN is fw lateral support of individual web members only. Additional temporary bracing to insure stability during construc lion is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component `w ���m Safety Information available from Trvss Plate Institute. 583 D'Onotrio Drive. NnM d'son. W153719. Job �IB2.71. ]DUEENP�OST�� y MARSHALL - 2314 MARS0707 822789283 1 1 Job Reference o tional Longfellow Lumber Co., ���co., 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Sep 150626:03 2006 Page 1 3.34 6-0.0 &8-12 12-0.0 3.3-0 2-8-12 2-8-12 3.3-4 4x4 = Scale = 1:22.7 1.5x4 v ^ 3x10 = 1.5x4 O 2.40 6.0.,0 10-0-0 12.0.0 2-0.0 4-0-0 4.0-0 2-0-0 LOADING(pso SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.10 TCDL 10.0 Lumber Increase 1.25 BC 0.24 BCLL 0.0 Rep Stress Incr NO WB 0.11 BCDL 7.0 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 OF No.1&Btr G WEBS 2 X 4 OF Std G *Except* 3-7 2 X 6 OF No.2 G REACTIONS (lb/size) 8=70810-3-8.6=708/0-3-8 Max Harz 8=-1 7(load case 3) - FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/237.2-3=-515/2.3-4=515/2.4-5=0/237 BOT CHORD 1-8=211/0, 7-8=1/222, 6-7=0/222, 5-6=211/0 WEBS - 2-7=0/273, 3-7=157/47, 4-7=0/273, 2-8=762/0, 4-6=762/0 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.01 6-7 >999 240 MT20 220/195 Vert(TL) -0.02 6-7 >999 180 Horz(TL) 0.00 6 n/a n/a Weight: 54 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 it above ground level, using 10.0 psi top chord dead load and 7.0 psf bottom chord dead load. 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure 8 ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Girder carries hip end with 6-0-0 end setback. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 468 Ib down and 19 Ib up at 6-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-5=27(F=13), 1-3=52, 3-5=-52 Concentrated Loads (lb) Vert: 3=-468 ® WARNING - 9er(fy dfwign parametara and READ NOTES ON THIS AND INCLUDED SDTER REFERENCE PAE 610-7473 BEFORE USB Mm Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an IndGividual building component. Applicability of design paromenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Crtieda, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 O'Onofrio Drive. Madison, WI 53719. 1$ �OQROFESS/�N�\ S. C 04433 X *\ EY07 September 15,2006 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Job NSS NSS type ty y MARSHAL�2314MARS0707 E7 ROOF TRUSS R22789284 1Longfellow Lumber Co.. Inc., ChicoCa95928.7434, Matt Dietz Job Refenal 5.200 5 Jul 13 2005 Mrrek Industries, Inc. Fd Sep 15 0626:03 2006 Page 1 3.6-12 10-15 7.2-0 10.5-1 9 14.4-0 15.10-0 3.612 0.4-3 3-3.1 3.3-1 04-3 3-6-12 1.641 Scale = 1:26.5 8x16 MT20H 8.00 F12 1 4x8 = ' 6x16 MT20H 3.6.12 7.2.0 10.9-4 144-0 3-6-12 • 3-7-4 3.7-4 3.12 LOADING(psf) TCLL 16.0 SPACING 2-0-0 Plates Increase 1.25 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCDL 10.0 Lumber Increase 1.25 TC 0.27 BC 0.82 Vert(LL) 0.10 Vert(TL) -0.20 7-8 >999 240 7-8 >862 MT20 220/195 BCLL . 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.05 180 5 n/a n/a MT20H 165/146 BCDL 7.0 Code UBC97/ANSI95 (Matrix) considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, the and plate grip increase is 1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been Weight: 152 lb LUMBER �lV� BRACING TOP CHORD 2 X 4 F N0.1&Btr G BOT CHORD 2 X 6 OSSG Lu C Of O4U Tn T. + TOP CHORD Sheathed or 4-7-6 oc purlins, except OF WEBS 2 X 4 Std G '72X6DFNo.2G (LRMW`IASE ff Stgndard 2-0-0 oc purlins (4-11-13 max.): 2. 3-92X 6 6 DFNo.2 - G, 3-7 BOT CHORD Rigid ceiling directly applied or 10-4-0-0 oc bracing. REACTIONS (Ib/size) 1=5274/0-3-8.5=3193/0-3-8 Max Horz 1=34(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-8893/0,.2-3=7761/0, 3-4=-6233/0, 4-5=-7166/0, 5-6=0/37 BOT CHORD 1-10=0/8061, 9-10=0/8061, 9-11=0/10827, 11-12=0/10827, 8-12=0/10827, 8-13=0/10827, 7-13=0/10827, 5-7=0/6471 WEBS 2-9=0/3399, 3-9=-3419/0, 3-8=0/3285, 3-7=-5083/4, 4-7=0/2711 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, the and plate grip increase is 1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been �OQ�()FEs$/QNq� SER S• riN F� designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. �lV� 9) Girder carries hip end with 3-8-8 end setback. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 11) Hanger(s) or other connection device(s) shall be provided sufficient to Lu C Of O4U Tn T. support concentrated load(s) 71 Ib down and 3 Ib up at 10-7-8, and 71 Ib down and 3 Ib up at 3-8-8 on top chord, and 2302 Ib down and 4 Ib up at 8-3-4, 1495 lb down and 2 Ib up at 6-3-4, 947 Ib down and 2 Ib up at 4-3-4, and 1367 Ib down and 2 Ib up at 2-3-4, * EXP - and 1004 Ib down and 2 Ib up at 0-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. (LRMW`IASE ff Stgndard Fn _ - . September 15,2006 ® WARNING . V—VY dmr9n parameters and READ NOTFS ON THIS AND INCLUDED WTER REFERENCE PAGE MIT -7473 BEFORE USE. Design valid for use only with Mitek connectors. This design is based orgy upon parameters shovm, and is for on individual building component. i9W, Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracingto Insure stability Burin construction is the res erector. Additional permanent bracing of the overall structure u the responsibility f the building designer. For general guidance regarding of the .MiTe k• fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component"' - Safety Information available from Truss Plate Institute. 583 D'Onotdo Ddve, Madison. WI 53719. 7777 Greenback Lane, SuRe 109 CiWa Heights, CA, 95610 0 runs russ ype y MARSHALL -2314 MARS0707 E1 ROOF TRUSS 1 R22789284 Longfellow Lumber Co., Inc., Chlw, Ca. 95928.7434, Malt Dietz 2 Job Reference O tl0nal 6.200 s Jul 13 2005 MRek Industries, Inc. Fri Sep 15 06:26:03 2006 Page 2 LOAD CASE(S) Standard { 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=52, 2-4=70, 4-6=52, 1-5=19(F=-5) Concentrated Loads (lb) Vert: 1=-1004(B) 2=71 4=-71 10=1367(B) 11=947(B) 12=1495(8) 13=-2302(B) r ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTER REFERENCE FAGS 11111• Design valid for use oNy wtlh hUTek connectors. This design is based o u on 7473 BEFORE USE. Applicab�ity of design paramenters and my P parameters shown, and B Iw an Individual bu0ding component. rs for laterals Proper Incorporation of component Ls responslbl0ty of bu8ding designer -not tnrss designer. Bracing shown upport of indiNdual web members only. Additional temporary bracing to insure stability during constnrction iz the responsib8lity of the erector. Addifionat permanent bracing of the overall stnrcture h the responsib0ity of the bv�ding designer. For general guidance regarding Iabrica8on. qua0ty control, storage, delivery, erection and bracing, consult AN51/TPII Quality CMeria, 1138.89 and BCSII Building Component Salety Informa8on available ham Trvss Plate Institute. 583 D'Onofrb Drive, Madbon, WI 53719. RAM MR, M Tek 7777 Greenback Lane, Sufle 109 Cftrus Helghts, CA, 95610 Job fuss fuss ype Ply MARSHALL -2314 tdAR50707 F1 ROOF TRUSS 1 822789285 Longfellow Lumber Co., Inc.. Chico. Referenceo lionalco, Ca. 95928.74340 Matt Dietz 6.200 s Jul 13 2005 MTek Industries, Ine. Fri Sep 1506:26:04 2006 Page 1 3.6.12 10-15 6-2.0 8-5-1 9.4 12.4-0 3.612 ' 0-4-3 2-3-1 2-3-1 0.4-3 3-612 Scale = 1:20.7 4X8 3x8 = 4x8 3.6-12 2-7-4 — 1. axa = 4x8 C 2-7-4 3.6.12 I$ date UtTsets(X Y): 11:0-3-8,0-2-01 (2:0-2-150-2-01 14:0-2-150-2-01 15 0 3-8 0 2-01 (6:0-3-0.0-3-01, (8:0-3-0.0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25Vert(LL) 0.07 7 >999 240 MT20 220/195' TCDL 10.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.13 7 >999 180 BCLL 0.0 Rep Stress Incr NO WE 0.59 Horz(TL) 0.03 5 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 117 Ib LUMLShR TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 6 DF SS G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=3906/0-3-8.5=3950/0-3-8 Max Horz 1=9(load case 4) BRACING TOP CHORD Sheathed or 4-11-12 oc purlins, except 2-0-0 oc purtins (5-5-4 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=7105/0.2-3=6192/0.34=6742/0.4-5=-7720/0 BOT CHORD 1-9=0/6429, 8-9=0/6429, 8-10=0/7983, 7-10=0!7983, 7-11=0/7983, 6-11=0/7983, 6-12=0/6999, 512=0/6999 WEBS 2-8=0/2692,3-8=-216713,3-7=0/1820,3-6=-151712,4-6=0/2918 NOTES 1) 2 -ply truss to be connected together with 0.131'x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy Category I, condition I enclosed building, of dimensions 45 It by 24 R with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent Kith any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Girder carries hip end with 3-8-8 end setback. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 Ib down and 3 Ib up at 8-7-8, anc 71 Ib down and 3 Ib up at 3-8-8 on top chord, and 638 Ib down and 1 Ib up at 0-1-12, 638 Ib down and 1 Ib up at 2-4-12, 1367 Ib down and 2 Ib up at 4-4-12, 1367 Ib down and 2 Ib up at 6-4-12, and 1367 Ib down and 2 Ib up at 8-4-12, and 1392 Ib down and 2 Ib up at 10-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 A WARNING - 9er1 jg deefgn parameters and READ NOTES ON THIS AND INCLUDED MrZ K REFERENCE pAGE MIT -7473 BEFORE VSE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown. and 6 for an Individual building component. Applicability of design poromenters and proper incorporation of component is responsibIDty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure ;lability during construclion is the responsibilllfy of the e erector. Additional permanent bracing of the overall structure Is the responsibility or the building designer. For general guidance regarding fabrication, quality control. storage. delivery, erection and bracing, consult AN51/TPII Quality Criteria, D5B-89 and BC511 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrfo Drive. Madison, WI 53719. September 15,2006 7777 Greenback Lane, Suite 109 Citrus Heights. CA. 95610 Job NSS Truss Type 1 y y MARSHALL -2314 a erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrkation, quality control, storage, delivery. erection and bracing. consult ANSI/TPII pua.1y Criteria. DSB-89 and BC511 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, M 53719. 7777 Greenback Lane, Suite 109 77ClIrus 82278 MARS0707 F1 ROOFTRUSS 1 2 Job Reference (optional) B�2. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-2=52, 24=70, 4-5=52.1-5=19(F=5) Concentrated Loads (lb) Vert: 1=-638(8) 2=-71 4=-71 7=-1367(8)9=-638(8)10=-1367(13) 11=-1367(8)12=-1392(8) r Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. V ® WARNING - Ver(fy deergn parameters and READ NOTES ON TAUS AND INCLUDED M TRK REFERENCE pAGE MD -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Apot cabaiy, of design paromenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown " is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the M iTe k a erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrkation, quality control, storage, delivery. erection and bracing. consult ANSI/TPII pua.1y Criteria. DSB-89 and BC511 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, M 53719. 7777 Greenback Lane, Suite 109 77ClIrus Heights, CA, 95610 v 1 COUNTY OF BUTTE OFFIC-1AL REUART- ARTIVIENT ISSUING RECEIPT Received from I'll—Ag 431392 The Sum of For Llo - 6 �lo - c/o Received: t 5/ -I'M Received By CAS H E] Title CHECK [?r '-// By 7� g 200. DAVCO BUSINESS FORMS - (530) 743-8511 Form 84702 e 140.5'1' II Il II II II II II II � II� II II II II II II II I II II II II II II II II II II II II II II. II II II II II 11 ,11 II II II 10.0' I �I 10.0 � �i 10.0' i t I I 1 MIN, I I MIN. I I MIN. I I I I I I I II II II II II II II II N 1 I I I I i I I I I I I I I I•I II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II II II II � II I1 11 II II II II II it II II II II II it II e � II II II II II II II II • Ii II II II II II II II • I I 1 1 I �I I I I I I I I I I I II II II II II II II II I II II II 11 II II II II 11 ,II II II II II II II II II it II II II II II II II II II II II II II II II II II II II II II II � II II II II II II II 11 ' II II 11 II II II II II II II II II II II II II II II II II II II II • 1 I �I_I —� �-I•i� I I��I•I I I tl h II II II II II II II II II II II 11 II II II II II II 11 it II II II II ; II II II II II II II II II II II II II II II II II II II II II II II� II II II II II II II II II II II II II II II II II • � II II II II II II II II I S 1 TE PLAN 1"=20'-0" I FLOOD ZONE: NONE THERE ARE NO SIGNIFICAN I TREES, ROCKS, OR SLOPE I 44, ARCHITECT: OWNER INFO: OWNER: BRIAN MARSHALL GREGORY A. P E I T Z ADDRESS: ql-7 COIT TOWER WY ARCHITECT CHICO, CA. 851128 383 Rio Lindo Ave. Chico, CA. 95926 (530)894-5719 PHONE: (530) 342-Og415719 (530) 5i0-0612 �TTF TNF(1• 5 TAIOE WAY SHEET CHICO, CALIDORNIA LOT 1 1 040-640-04-7 of: ONE 1. I I I I ILEACH FIELD I I I I 1 1 I I SITE PLAN I "= 20'-0" FLOOD ZONE: NONE THERE ARE NO 516NIFICAN TREES, ROCKS, OR SLOPE ARCHITECT: II II II II II II II , II II II II II II II II II it II II II II II II II II II. II II I I 1110.0' I �I 10.0' I �I 10.0 I I I I I I I I I I I I I I MIN. I MIN. I MIN. I'rl I I I I II II II II II II ,II ry I i 11 I I I I I I I I I•I II II II II II II II II II II II II II II II II II II, II II II • I I I I I I I' I I I I I I I� II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II it II II II II II II II II II II II II II II II • it II II II II II II II II 11 II II II II II II �II II II II II II 11 II II II II II �il II II II II II II II II II II II II II II II II II II II II • it II II II' II II II II II II II II II II II II II II II II II II II II II II II II I. I II II II II II II II II II II II II II II II II II II II II II dl II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II OWNER INFO: SITE INFO: LEACH FIELC II'0. j Ia- 2: -- 0 0 ry 9 4t- 0 I I Cr�i W A R N I N G ! SUMMARY mEET - GUI+DE FOR F GENERAL NOTES Trusses are not marked in any way to Identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI i-03 Guide to Good PraLYice for Connected Wood Trusses for more detailed information. Truss Design -Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI-B3 Summary Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estin marcados de ning6n modo que idenbfique la frecuencia o localizad6n de IDs arriostres; (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y amostre temporal de los trusses. Vea el j&W Para mayor informad6n Los dibujos de disefio de los trusses pueden especificar las localizations de IDs arrlostres permanentes en IDs miembros individuales en compresi6n. Vea la hoja Ies6me0 BCSI-B3 Para los arrlostres permanentes y refuerzos de los miembros secvndados (webs) para mayor informaci6n. EI resto de arriostres permanentes son la responsabilidad del Disenador del Edificio. ® The consequences of Improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal Injury or death. EI resultado de un manejo, Instalacl6n y arrlostre inadecuados, puede ser la Alda de la esWctura o aun peor, muertos o herldos. Banding and truss plates have sharp edges. Wear ® gloves when handling and safety glasses when cutting banding. Empaques y playas de metal denen bordes afilados. Use guantes ylentes protectores cuando torte los empaques. HANDLING - MANE)O QAllow no more No permits mas Use special pre In than 3" of defiec- de 3 pulgadas de ® windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramo. and airports. try n m e•hax. to I to Pick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK m 4 J Bundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o m6s deben ser elevados con bloques a cada 8 o 10 pies. 0 For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad Pero permits ventilaci6n. Utilice cuidado especial en dias ventosos o cerca de cables el6ctricos o de aeropuertos. Spreader bar f\or. truss bundles i ' O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. ® Avoid lateral bending. — Evite la fiex16n lateral. Do not store No almacene unbraced bundles verticalmente IDs upright. trusses suellos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO Trusses 20' or less, support at peak. _ ;%`; ; , -.- t f 7f Trusses 30' or lJ less, support at quarter points. t _ f Levante 10' o.c. max. Levante de 10 pies m3ximo del pito los 8' o.c. max. los cuartos 8 pies m3ximo trusses de 20 V o.c. max. de tramp los 6 les m3ximo pies o menos. t Trusses up to 20' _p..ples trusses de 30 o menos. I E Trusses up to 30' i ® Do not proceed with construction until all bracing is securely Trusses hasty 20 pies and properly in place. Trusses hasty 30 pies HOISTING — LEVANTAMIENTO Hold each truss in position with the erection equipment until temporary bracing is installed and truss Is fastened to the bearing points. Sostenga sada truss en posicl6n con la gr6a haste que el arrlostre temporal est6 Instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pito IDs trusses de mas de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx.�I truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe -in >\ y o / Ti oe-In _ Spreader bar 1/2 to j� 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar Attach above or atiffbamax dc 1 x mid -height m Spreader bar 2/3 to 3/4 truss length Tagline TRUSSES UP TO ANDOVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE ® Refer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen BCSI-B2 - Instalad6n de Trusses 4 y Ardostre Temporal para mayor informac16n. Do not walk on unbraced trusses. No camine en trusses sueltos. Top Chord Temporary Lateral QLocate ground braces for first truss direcdy Bracing (Trne) In line with all rows of top chord temporary lateral bracing. Coloque los arriostres de derra para el primer truss directamente en linea con cada una de las filas de arrlostres laterales temporales de la cuerda superior. Brace first truss well ~— before erection of additional trusses. min. ANG, I+NSTALLI�NG AND BRACI+NG OF METAL PLATE CONNECTED WOOD TRUSSEfS BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este m6todo de arrlostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Lan itud de Tramp Es aciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies m3ximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies m3ximo 45' to 60' V o.c. max. 45 a 60 les 6 les m3ximo 60' to 80'* 4' D.C. max. 60 a 80 pies* 4 les maxima °Consult a Professional Engineer for trusses longer than 60'. 'Consulte a un ingeniero para trusses de mas de 60 pies. 21 See BCSI-B2 for TCTLB options. IJ Vea el BCSI-B2 para las opciones de TCTLB. BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 ®Refer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords - Temporary and15' o.c. for 4x2 chords Diagonal braces Permanent Bracing l0' of every 15 truss for Parallel Chord spaces (30' max.) Tru for more Information. Vea el resumer BCSI-B7 - Arriostre temporal y permanente de The end diagonal trusses de cuerdas brace for cantilevered p,3Cdlela5 para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION ® Refer to Summary Sheet - Gable End FrameEnd�me Repeat dlagonal braces. Vea el res Gmen IJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas' f Set first five trusses with spacer pieces, then add diagonals. Repeat 2process on groups of four trusses until all trusses are set. Instate los cines primeros trusses con espaciadores, luego los arriostres diagonales. Repita Este procedlmiento en grupos de cuatro trusses haste que todos los trusses estan Instalados. 2) BOTTOM CHORD — CUERDA INFERIOR _ Lateral braces 2x4x12'length lapped over two trusses. . 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46, Tolerances for D/50 D (ft.) 1° 16.7' Cut -of -Plumb. 1/4° 1' / Tolerances or Out -of -Plane. - ane. — o era I g nclas para Fuera•de Plano. LJ Max. Bow Max. Bow Len th —Irl (1~ 1-1/4" 20.8' Max. Truss Bow Length Concrete Block umb 1" 4�1-1/4" JV' Length 5' 3/4' 12.5' max 1-1/2° 6' :: �- -► Max. Bow Length 1-3/4" 7' 7/8" 14.6' ® Refer to Summary Sheet - Gable End FrameEnd�me Repeat dlagonal braces. Vea el res Gmen IJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas' f Set first five trusses with spacer pieces, then add diagonals. Repeat 2process on groups of four trusses until all trusses are set. Instate los cines primeros trusses con espaciadores, luego los arriostres diagonales. Repita Este procedlmiento en grupos de cuatro trusses haste que todos los trusses estan Instalados. 2) BOTTOM CHORD — CUERDA INFERIOR _ Lateral braces 2x4x12'length lapped over two trusses. . 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46, Tolerances for D/50 D (ft.) 1° 16.7' Cut -of -Plumb. 1/4° 1' 1-1/8° 18.8' Toleranclas para1/2° 2' 1-1/4" 20.8' Fuera-de-Plomada. 3/4° 3'1-3/8'J29.2' Concrete Block umb 1" 4�1-1/4" JV' 1.1/2•ob 5' 1-3/4°0150 max 1-1/2° 6' 2° 1-3/4" 7' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION ® Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasty que todos los arriostres estkn colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI-84 Summary Sheet -Construction loading for more information. No exceda las m3ximas alturas recomendadas. Vea el resumer BCSI-B4 Carga de ConstruccJ6n para mayor informaci6n. �II r r Do not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuales. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-0 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las Paredes soportantes. ALTERATIONS — ALTERACIONES ® Refer to BCSI-B5 Summary Sheet - Truss Damage. 3obsite Modifications and Installation Errors. Vea el resumen BCSI-B5 Was de trusses. Modificaciones en la Obra v Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ningun miembro estructural de IDs trusses, a menos que est6 especificamente permitido en el dibujo del disefio del truss. ®Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se than sobrecargado durante la construcci6n o han sido alterados sin una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (If applicable) are ca- pable to urdertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall constnxtlon techniques employed will put floor and mot trusses into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel In the wood buss Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or ErectioNlnstallation Contracbm It is not Intended that these recommendations be Interpreted as superior to any design specification (provided by elther an Architect, Engineer, the Building Design, the Erecdon/Instailadon Contractor or otherwise) for handling, installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss ErectioNlnstallation Contractor. Thus, the Wood Truss Council of America and to Truss Plate Institute expressly dlsdalm any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. .& WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane ° Madison, WI 53719 218 N. Lee St., Ste. 312 ° Alexandira, VA 22314 608/274-4849 ° www.wocdtruss.com 703/683-1010 ° www.tpinst.org BIWARN11x17200SOS01 iA DVIE RTiE N1101IArl�HJA ROMEN DE LA GUTA DE BUENARF ACTICA PARA EL MANE�]O, INSTALAGION Y ARR'IOSTRE DE LOS TRUSSES DE MADERA CONECTADOS CON PLAC•AS DE METAL mr-ne O 7 ;A� 0 I V M 0 LOCATION MAP NO SCALE LEGEND PROPERTY BOUNDARY -?00 - EXISTING CONTOUR AND ELEVATION - FIRE HYDRANT N 11211.41EX TREE(S) S 28**10'00" E 6 7 4.9 9' S 28'10'00" E 352,78' 144.46' (9 PROPOSED WELL SITE 147.00' 147.00' 146.92' 147.17' 147.17' 148.05' 0.6 21 3 211 4 NDCBU CENTRAL MAILBOX PAD '[=.8 \L2 i -f 2 -ff 2-.81 F DROP INLET & SEEPAGE TRENCH 3' P.U.E. EMERGENCY ACCESS GATE l j I 208.7 - 1 1 PROPOSED FINISHED GRADEir,nP 2 3' P, PROPOSED PAD GRADE 3' P.U.L. 0 PROPOSED STREET LIGHT & SERVICE POINT 10' P.U.E. (TYP) t 9 0 0 o 0 3: 0) UZ CD 0) N Z 0 04 C) C) (D 0 �3P�- PD V) -C) V) 3 4 51 6 7 NI LO C14 00 [�5PD 'L21 0 40 DOMESTIC WELL TO BE rri i Z11 ABANDONED 0 .9 SII co 10' P -U -E (TYP) 209 209.9 211.1 1 rrill LAJ 0: z 210.3 0 208.2 �-63.56 ;U 11 Z U. 20x.8 454@1 11 147,6-0-'- q 4/.1/ 142,37' 6 1+ 7+00 8+,)b 1 16 .997:K 11+00 60' INGRESS, EGRESS EASEMENT 12+00 13+00 14+00 irIA lip" I I I I I < . UJ + 0±�_H, 156.50' 156.50' 9 209.54 12+00 -2 160-0 47 210 3 1 =M- T V) 4+00 14J LAJ 0 1+ 0 r) 0, 209.5 207..81 2 ------ p" 4,11, =0-1 )��- 3' P.U.E. 3' P U E 3' P. U. E, All J It `4 C-) Cn 0 n 0i a) N1 210 14 011) 13 12 6 1 10 9 8 01 C14 in f-1 Lo V) Ln [?-9, 2 =PD 9. =2D 2 �95 =PD L BENCHMARK DATA Ff, . . .... THE BENCHMARK USED IN THIS SURVEY IS TBM # 2-2,Cw CHISELED SQUARE ON CONCRETE SLAB, PG & E "J" BOX 01 PER BUTTE COUNTY FIELD NOTES. BENCHMARK AT SE 0 RETURN OF SPEEDWAY AND MIDWAY. ELEV=202.76 JUN 2 3 20054 � I waw �' ���� Ln 0) 158.37' 1 209.5 156.45' 208 156.50' 515�5- 0' 0.. 156.50'3 211.1 156.50' 2-1-0-.6-1 154.16' 211.3 Q N 28'1U -077 727.20 N-26�10 W �-r/8799'- 209.2 206,6 208.3 2 �08 209.4 3- 0 1*1 208.'i 208.7 I i EX IRRIGATION WELL TO BE ABANDONED to < co hfi (A Plans and documents bearing this stamp have been accepted as meeting the applicable provisions of Ld 0 � California Code of Rogulations, Title 24. Acceptance III I z II is riot approval to violate any applicable code: The Plan review included the following subjects: (YIN) PLANNING DTVI raO4- BUILDING PLAN APPROVAL CL f2% Use: Date: 2LL!257- Strl�l Al Plumbing A A 5' > 0) Parking: and N Fire Life Safety IV Energy scaping: Other: 2 P, PAD 27. 'IV Electrical AccessibP4 >< -to SignVi ature: Mechanical A) Other 4 2% C� z Plan Reviewer Principal Plan R;vle Date ORA AK f ESS/ PAD L CHEOMD MAX TOP OF CURB MER No. RCE 24016 11/30/0 Expires 12/31/05 SECTION A - ,A SCALE C/ V N 1 "Xt, 60P OFCA.\i LOT GRADING PLAN TIJ J0 2 LOTS 8 - 14 TTE COUNTY NO SCALE BU 1RUILDING DIVISIM '0 'J ,APPROVED AP # 040-640-010 013 Pf "Moo 147. 147 OC 3, 14 7 L6 -O-' GENERAL CONDITIONS: i -I The Contractor shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer of any discrepancies. 1- Alt construction and methods shall be in strict conformance with the applicable provisions of the California Budding Code, 2001 Edition, and the 2001 CMG, CPC, CEC, and the CFC as well as all applicable municipal, State, and Fe'aeral regulations. 1-3 All work is subject to the approval of the building official's field inspector. 1-4 The Contractor shall provide all measures necessary to protect the structure, workmen, and all other persons during construction. 1-5 The Engineer is responsible for the structural Items in these plans only. Should any changes be made from the design as specified in the calculations without approval from the Engineer, then the Engineer will assume no responsibility for any element or system of the structure. 1-6 The Engineer is not responsible for these plans unless all sheets are stamped with the Engineer's stamp and wet signed with red or blue Ink. 1-7 Additional layouts and/or plans (site plan, plumbing, h eatmg and ventilation, mechanical, etc-) by others, unless otherwise noted or Indicated on the drawings. i-8 The Contractor or Owner shall secure all required approvals and permits from the appropriate agencies as required. If they elect not to obtain a permit, these plans shall be considered null and vol1-9 in the event certain features of the construction are not fully shown on the plans or called for In the notes or specifications, their construction shalt be of similar character to conditions shown on the plans and shall be reviewed by the Engineer and Owner prior to construction. 1-10 The drawings and specifications represent the finished structure, and, unless specifically noted otherwise do not show the method of construction. The Contractor is responsible for the method of construction, and shall provide all measures necessary to protect the public, construction workers,, and the structure during construction. Such measures shall include forming, shoring, bracing, scaffolding, etc. 1-8 The design, detailing and / or specification of all systems (not shown on the plans) for the prevention of water / vapor infiltration Into the budding envelope shall be the responsibility of the Contractor. T'hese systems include, but are not limited tot flashing, caulking or adhesives, budding wrap, vapor retarder or barrier membranes, miscellaneous waterproofing, etc. it is the responsibility of the Owner for ensuring that they are properly maintained. FOUNDATION: 2-1 The Contractor shall be responsible for the location of all underground facilities or other buried objects which may be encountered but which are not shown on these plans. Locations and depths of any existing utilities that may or may not be shown on these plans are approximate and may not be complete. 2-2 Foundations supporting wood shaft extend at least 6 Inches above the adjacent finished grade. individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support are of approved wood of natural resistance to decay or treated wood is used. 2-3 Cuts and fills are to conform with CBC Appendix 3312 and 3313. 2-4 These calculations assume stable, undisturbed sods and level or stepped footings. Any unusual sod conditions such as organic soils, clay pockets, lava cap or uncertified fins shalt be brought to the attention of the Engineer prior to construction. 2-5 All excavations shall be Inspected and approved by the Building Official before concrete is poured. Footings shall extend Into firm, undisturbed native soil 12 inches minimum below existing grade (I8 inches minimum where pre -saturation of soil is required), unless noted otherwise on plans, details or geotechnical report (whichever is lowest). 2-6 Fdi material shall be free from debris, vegetation, and other foreign substances. 2-1 Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90$ relative compaction per ASTM 1557. 2-8 The bottom of all footing excavations shall be clean and level. 2-9 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 6 feet horizontal. 2-10 Foundations shall not be scaled from plan or detail drawings. 2 -II The Contractor shall be responsible for determining the exact location of and the securing of all anchor bolts, holdown anchors or straps, embedments and column baseplates prior to the foundation Inspection, the placement of concrete and/or the installation of structural framing members. 2-12 Anchor bolts are to be as follows, 1/20 diameter in Seismic Zones I - 3 and 5/8" dna. in Seismic Zone 4, with 7" minimum embedment into concrete and spaced at 4'-0" o.c. maximum unless otherwise noted on plans, shearwaft or braced wall schedules, or details. Anchor bolts shall be located within 12" of each end of sill plate with a minimum of two anchor bolts per sill plate. All anchor bolts shall have 2"x2"x3/16" washer. Z J W Z rn ° z ±Ric CONCRETE: 3-1 All concrete shall have a minimum of 5 sacks of cement / cubic yard and a maximum slum of -40 + - I", unless otherwise noted. All foundation and slab on grade concrete shall have a minimumVd=2,500pal and all elevated concrete work (Le. walls, floors, beams and columns) shall have a minimum P1c=3,000 psi after 28 days curing, uniess otherwise noted. Aggregate size shall be a maximum of 1-1/2" in ° foundations and 3/4" at all other locations. 3-2 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. 3-3 All cement used shall conform to ASTM C-150 and shall be Type 11 or Type Ill low alkall. 3-4 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by ASTM C-227, 289, and 295. If test data In unavailable in regards to alkali reactive materials, provide cement with a maximum alkali content less than 0145% by weight. 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and CBC appendix, chapter 19. 3-6 Vibrate concrete around all bolts, rebar and surfaces. 3-1 Construction ,joints shall be clean and wet prior to pouring concrete. 3-8 Concrete shall have a water -cement ratio of 050 lb../Ib. or less. Addition of water at the job site in not permitted unless special inspection has been provided and test specimens are taken. if hot weather conditions are anticipated at the job site, concrete materials (aggregates, mixing water, and cement) shall be cooled prior to mixing, and retarders or plasticizers may be added to provide workable concrete. Forms, reinforcing steel and subgrade shall be fogged or sprinkled with cool water just before concrete is placed. 3-9 Shrinkage at 28 days shall not exceed OA55$ for dry curing. 3-10 Minimum concrete tensile splitting strength shall be 390 psi. 3-0 Ali projecting corners of slabs, beams, columns, walls, etc. shall be formed with a 3/4" chamfer, unless specifically noted otherwise. 3-12 Calcium chloride admixtures or chloride -based admixtures shall not be used. 343 Where the footing depth requirement (as established by the building department or geotechnical report) In greater than 12 inches, concrete shall be air entrained a minimum of 5% and maximum of 7$. REINFORCING STEEL: 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for 04 bars and smaller and ASTM A-615, Grade 60}fDr 05 bars and larger. All rebar is to be deformed. Welded wire fabric shall conform to the prbv(sforis of ASTM A 185. 5-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps In adjacent bars shad be staggered 5' - O" minimum. 5-3 Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to sops 3" clear Concrete with sod or weather exposures #5 bars and smarter:11/2" clear #6 bars and larger: 2" clear Concrete without sod or weather exposure: 3/4" clear 5-4 All rebar bends shall be made cold. #5 and larger rebar shall not be re -beat. 5-5 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete placement. 5-6 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. 5-1 Each reinforcing bar shall be wired to a cross bar at a maximum spacing of 24" oc. or at every intersection. 5-8 Not less than (2) #5 rebar shall be provided around all window and door openings in all concrete wails. Suxch bars shall be extended to develop the bar beyond the corners of the openings not less than 30" min. Whiere there Is not room to extend the rebar to that length, a "standard hook" may be provided not less than 15"' beyond the opening for the purposes of developing the rebar. 5-9 A "standard hook" is defined as either a 180' bend plus a 4 bar diameter extension, but not less than 21/2" at the free end of the bar or a 90' bend plus a 12 bar diameter extension at the free end of the bar. Hooks for stirrups and ties shall be as follows: L #5 bar and smaller, 90' bend plus 6 bar diameter extension at free end of bar, or 2. 06, #1 and #8 bar, 90' bend plus 12 bar diameter extension at free end of bar, or 3. 08 bar and smaller, 135' bend plus 6 bar diameter extension at free end of bar. MASONRY: 11-1 All masonry shall be installed per CBC section 2105. U-2 Cement masonry units shall conform to CBC standard 21-4, jg ado N, Type 1, and shall be single or double men end bond beam mss!`~ R-3 Concrete masonry blocks shall have eBurin. of�_psi with compliance verified as required per GBG section 21053. 1-4 Mortar shall be Type 5 and have a minimum f'c =1,800 psi. 0-5 Each cell shall be completely filled with grout. 11-6 Grout shall be ASTM C279 T ' 2,500 psi after 28 days curing. q-7 Reinforcement shalt be laced 5 and have minimum f c p prior to grouting. Reinforcement shall be secured against displacement prior to grouting by wire posttioners or other suitable devices at Intervals not exceeding 200 bar diameters. Bolts shall be accurately set and held in place to prevent dislocation during grouting. U-8 Lap reinforcing the greater of 60 bar diameters or 2'-0". 8-9 Locate anchor bolts within 2" of the center of a colt. B-10 Prior to grouting , the grout space shall be clean so that all spaces to be filled with grout do not contain mortar projections greater than 1/2 inch, mortar droppings or other foreign materials. 11-11 hoe grouting of any section of wall shalt be completed in one day with no interruptions greater than one 1-i2 Grout shalt be consolidated by mechanical vbration during placement before toss of plasticity in a manner to fill the grout space. U-13 Between grout pours, a horizontal construction joint shall be formed by stopping all wythes at the same elevation and with the grout stoppmg a minimum of 1-1/2 inches below a mortar joint, except at the top of the wall. Where bond beams occur, the grout pour shall be stopped a minimum of 1/2 inch below the top of the masonry. U-14 Cleanouts shall be provided for all grout pours over 5 feet in height. 1-15 All cells and spaces containing reinforcement shall be filled with grout. 1-16 Quality assurance shalt include, but is not limited to assurance that: a. Masonry units, reinforcement, cement, time, aggregate and all other materials meet the requirements of the applicable standards of quality and that they are property stored —and prepared -'or b. Mortar and grout are properly mixed using speciR proportiomn of Ingredients. The method of measuring materials for mortar and grout shall be such that proportions of materials are controlled. c. Construction details, procedures and workmanship are In accordance with the pians and specifications. U-17 Testing is not required for the units. A letter of certification from the manufacturer of the units shall be provided at the time of, or prior to, delivery of the units to the jobsite to assure the units comply with the compressive strength required as noted on the plans and specifications. 1-18 Testing is not required for the grout. A letter of certification from the supplier of the grout shall be Provided at the time of, or prior to, delivery of the grout to the jobslte to assure the grout complies with the compressive strength required as noted on the plans and specifications. 1-19 Running bond construction shall be used for all masonry. DESIGN CRITERIA THE STRUCTURE AND ALL COMPONENTS SHALL BE DESIGNED 1N ACCORDANCE WITH THE 2001 GBG FOR THE FOLLOWING MiNIMUM CRITERIA: 605KC ZONEt 3 WiND SPEED: 75 MPH EXPOSURE: B ALLOWABLE SOIL BEARING: 1500 PSF (PER CBC TABLE 18-1-A) X E O a� Cq U ROUND GROUT CAP 2 - 04 BOND BEAM WITH 32" LAP O SPLICE #4 HORIZONTAL to 32" O.C. WITH 32" LAP 0 5PLiCE #4 VERTICAL 0 48" O.C. WiTH 32" LAP AT SPLICE 6" CMU f'm = 1500 PSi, MORTAR f'c = 1800 PSi TYPE "S" , GROUT f'c = 2500 P51 0 28 DAYS CENTER STEM ON FOOTING s-, #5 VERTICAL a i6" O.G. EXTEND 32" ABOVE TOP OF FOOTING #5 AT 32" O.C. 3'-0" UNDISTURBED SOIL III=111 IIIIII I (1 2- #5 CONTINUOUS CONCRETE FOOTING WITH f'c = 2500 PSi a 28 DAYS MASONRY COLOR AND TEXTURE PER OWNER B'LANDSCAPINIG WALL NOT TO SCALE PARTIAL SITE PLAN .v , r s- ✓c.v�v Vr r�iiNCt� C. tC1��V (KC�f: 140i6) OF MER CONSULTING, Ti -E ENGINEER OF RECORD FOR r THE PROJECT. NORTHSTAR ENGINEERING ASSUMES NO LIABILITY FOR THE ACCURACY OF THE PLAN AS ILLUSTRATED. PLEASE REFER TO THE ORIGINAL PLANS BY MER CONSULTING FOR ALL SITE SPECIFIC INFORMATION. NO SCALE BUTTE COUNTY SUILDING DIVISION' APPROVED £ ta E Q) 0 0 Y � =3 CO 02-0 �' 03 o c E ��'ync� Ch CL W 2yEE16 rn v N CZ T Z5 N c t Z E 2 u, Qya��oE�N E amc�CiC � �Q� o N'c c C -`o . moo. :, � - in ti M U-0 A En = o ami m� � � U C 0�3��0 � 5 Vi UL-.y2L C wa'C��saoE� Z ac�i c° m 13< i O r\ M a 0, N U a v N, N U O Uo ci > � L L in [] a o °Q c U -1U > o o U C14 ii � m +4 so 0 m a: 2 wQ >. =) Z J J Er > O Q CO Q LL W 0. a.U Q w 0 a: Ct)QWU 0p C _ Z co1 U RMUMMI JUN 2 3 1005 lA ILLD Destgn: Checked: JMR JMR Date: 06-2005 Job No. 8934 Sheet: S-1 Plotted: Tue, Jun 14 2005 � : z40-,,„ r, ENGINEERING Civil Engineers • Planners - Surveyors STRUCTURAL CALCULATIONS PROJECT: 8' Landscape Wall LOCATION: Speedway Avenue, Chico, CA OWNER: Daryl Parsley JOB NUMBER: 8934 DATE: April 27, 2005 CODES: California Building Code, 2001 Edition CODE ENFORCEMENT: Butte County JUN 2 3 2000 WILLDAN LOADS: Seismic Zone: 3 Wind Speed: 75 mph Exposure: B (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet ji&d with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not ecifically address the following calculations and or details are deli y others aftl�* e no , the responsibility of NorthStar Engineering. Page 1 of OUNTY �. F31JI.K ING` I �� AIZ-it�R BY: JMR NORTHSTAR ENGINEERING 4/27/2005 20 DECLARATION DRIVE JOB NO: 8934 CHICO, CA 95973 PG. 2 OF (530) 893-1600 PARTIAL LATERAL DESIGN FOR SIGN FOOTING BASED ON THE 2001 CALIFORNIA BUILDING CODE. LATERAL LOADS: WIND: EXPOSURE - B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qS 14.5 PSF PRESSURE Ce 0 - 15' 0.62 Cq*qs*Ce = 0.0117 KSF 15'- 20' 0.67 - 0.0126 KSF 20'- 25' 0.72 - 0.0136 KSF 25'- 30' 0.76 = 0.0143 KSF 30'- 40' 0.84 = 0.0158 KSF 40'- 60' 0.95 = 0.0179 KSF 601-80, 1-.04 - 0.0196 KSF 80'-1001 1.13 - 0.0213 KSF SIESMIC LOADS: V=p*.7*Ca*I*W (PER EQUATION 34-1 ) =.252W WHERE Ca =.36 PER TABLE 16 - Q AND p =1.0 PER 1634.1.2 V = (.252 / 1.4) * W ( PER EQUATION 12 -13 ) .18W BY: J n r - DATE: ¢ ICj JOB NO: 0131+ PAGE 13q— PAGE 3 OF b NorthStar ENGINEERING CW Engineers • Planners • Surveyors ROUND GROUT CAP 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 2 - $4 BOND BEAM WITH 32' LAP a SPLICE 04 HORIZONTAL o 32' OC- WITH 32' LAP 0 SPLICE =4 VERTICAL A 48' O.C. WITH 32' LAP AT SPLICE b' CMU f% =1500 PSI, MORTAR f'c ■ IBOO PSI TYPE '60, GROUT f'c = 2500 PSI a 28 DAYS CENTER STEM ON FOOTING *3 VERTICAL 0 16' O.C. EXTEND 32' ABOVE TOP O F TIN * S cry 32 o. c-. UNDISTURBED SOIL • "I l �'= 2 - 05 CONTINUOUS CONCRETE FOOTING WITH '^ U Pc = 2500 PSI a 28 DAYS 3'-O' S E 13AF 1z• roa T S LA1D5CAPINIG WALL NOT TO SCALE To specify your own Title Reynolds Masonry Page: special title block here, Job # 8934 Dsgnr: JMR Date: APR 27�0li use the "Settings" screen Description.... and enter your title block 8' Landscape Wall Information. RetThis Wall in File: c: nolds mason Buildat version 6.0 Cantilevered Retaining Wall Design Build Date: 10�EP-2001 c 1989-2001 9 9 Criteria Soll Data Footing Dimensions & Strengths Retained Height - 0.50 it Allow Soil Bearing = 1,500.0 psf Toe Width = 1.25 ft Wall height above soil = 8.00 ft Equivalent Fluid Pressure Method Heel Width = 1.75 Slope Behind Wall 0,00:1 Heel Active Pressure = 30.0 psf/ft Total Footing Width = 3.00 Height of Sal over Toe = 6.00 in Toe Active Pressure = Passive Pressure = 30.0 psf/ft 250.0 psf/ft Feng Thickness = 12.00 in Soil Density = 110.00 pcf Water fight over heel = 0.0 ft Key Width = 0.00 in FootingllSoil Friction = 0.400 Key Depth = 0.00 in Wind on Stem = 11.7 psf Soil height to ignore Key Distance from Toe = 0.00 ft for passive pressure = 12.00 in rc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in LDesign Summary Stem Construction Top stem 2nd Total Bearing Load = 1,091 lbs Desi n 9 Wight stem OK ft = 2.00 Stem OK 0.00 ...resultant ecc. = 5.49 in Wall Material Above "Ht" = Masonry Masonry Soil Pressure @ Toe = 696 psf OK Thickness = 6.00 600 Soil Pressure @ Heel = 31 psf OK Rebar Size = # 4 # 5 Allowable = 1,500 psf Rebar Spacing = 48.00 16.00 Soil Pressure Less Than Allowable Rebar Placed at Center Center ACI Factored @ Toe = 965 psf Design Data ACI Factored @ Heel = 43 psf fb/FB + fa/Fa = 0.889 0.888 Footing Shear @ Toe = 6.0 psi OK Total Force @ Section lbs = 76.1 93.6 Footing Shear @ Heel = 0.6 psi OK Momeht"" Actual ft-# = 247.2 421.2 Allowable 85.0 psi Moment ••••.Allowable ft-# = 278.1 474.2 Wall Stability Ratios Shear.... Actual psi = 2.5 3.3 Overturning = 3.15 OK Shear.... Allowable psi= 25.8 25.8 Sliding = 6.29 OK Lap Splice if Above in = 20.00 25.00 Sliding Calcs (Vertical Component NOT Used) Lap Splice if Below in = 20.00 7.00 Lateral Sliding Force = 93.6 Itis Wall Weight psf = 58.0 58.0 less 100% Passive Force = - 156.3 lbs Rebar Depth 'd' in = 2.75 2.75 less 100% Friction Force = - 432.2 lbs Masonry Data Added Force Req'd = 0.0 lbs OK I'm Psi = 1,500 1,500 ....for 1.5: 1 Stability = 0.0 lbs OK Fs psi = 20,000 20,000 Solid Grouting Yes Yes Footin Design Results Special Inspection = No No Toe Heel Modular Ratio'n' Short Term Factor = 25.78 = 1.330 25.78 1.330 Factored Pressure = 965 43 psf Mu': Upward = 779 174 ft-# Equiv. Solid Thick. in = 5.60 5.60 Mu': Downward = 271 271 ft-# Masonry Block Type = Concrete Data Medium Weight Mu: Design = 508 97 ft-# rc psi = Actual 1 -Way Shear = 5.96 0.57 psi Fy psi = Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Spec'd Other Acceptable Sizes s Spacings Heel Reinforcing = None Spec'd Toe: Not req'd, Mu < S' Heel: Not req'd, Mu < S' Fr Fr Key Reinforcing = None Spec'd Key: No key defined To specify your own Title Reynolds Masonry Page: special title block here, Job # 8934 Dsgnr. JMR pate; APR 27,2pQ3 use the "Settings" screen Description.... and enter your title block 8' Landscape Wall Information. RetThis Wall in File: c: Ire olds mason Build at Version 6.0 Cantilevered Retaining Build Date :10 -SEP -2001, (c)1989-2001 g Wall Design Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... RESISTING..... Force Distance Moment Force Distance Moment Kern lbs ft ft -# lbs It ft-# Heel ,muuve Pressure = 33.8 0.50 16.9 Toe Active Pressure = -33.8 0.50 -16.9 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load Q Stem Above Soil = 93.6 5.50 514.8 Total = 93.6 O.T.M. = 514.8 Resisting/Overtuming Ratio = 5.15 Vertical Loads used for Sol Pressure = 1,091.1 lbs Vertical component of active pressure used for soil pressure Soil Over Heel = 68.8 2.38 163.3 Sloped Sal Over Heel = Surcharge Over Heel = Adjacent Footing Load = A)dal Dead Load on Stem 0.00 Soil Over Toe = Surcharge Over Toe _ 68.8 0.63 43.0 Stem Weights) Earth @ Stem Transitions = 493.0 1.50 739.5 Footing Weight = Key Weigh _ 450.0 1.50 675.0 Vert. Component _ Total = 1,080.5 lbs R.M.= 1,620.8