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Home My WebLink About028-290-02228-29-22 RUDY RUSSELL 127 Pleasant Grove, Bangor Cont; North State Roofing Permit #3174-85B(reroof w/shakes/SF) 028-29-0-022 . 00-1079 WOODS, EARL & JANET 1887 PLEASANT GROVE LN., BANGOR CONT: BAKER ELECTRIC �/ UPGRADE TO 400 AMP V%�1l 11111 s f - r B'6-2'4'028-290-022 MISCELLANEOUS Patio Cover/Cvd Pch S COV. PATIO 336 SQ.FT./COV.PORCH . 1887 PLEASANT GROVE LN � WOODS, EARL E & JANET T lJ� B06-2550 028-290-022 MISCELLANEOUS SHAKE ROOF 34 S Re-Ro f 1887 PLEASANT GROVE LN<-' " WOODS, EARL E & JANET T B06-2857 028-290-022 y {J MISCELLANEOUS Electric Panel RAISE ELE SER DROP 1887 PLEASANT GROVE LN WOODS, EARL E&JANET T3•S•01 028 -ND' 021 privait Pool Ln, 1 1 rove 'I$S't P1�d3a G k VJoodI; earl St.WOTO �e041n- k Bi -(b R► Rok 1 + $ 20-62S-2-4,3-69-2. �� _• �3 � ., _vJo�s. dart �ucz I M7 rleasar4 Grove Ln. gft rr µ Llcscat PO4(Cna0�. R) (Scanned) coym. P ioneer eo ns+ruc+byn s f - r S i IGp I Com% kh" BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B06-2857 Issued: 12/18/2006 Address: 1887 PLEASANT GROVE LN BANGOR APN: 028-290-022 Permit Subtype: Electric Panel Owner: WOODS, EARL E & JANET T Applicant: PAUL SOMMERS/ PIONEER CONST. Description: RAISE ELE SER DROP MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Set acs 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Fina 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 801 t ^ Inspection O� • •- Address Meter By— Date— ELECTRICGAS Meter By— Date lU 1 : 1 PERMITS BECOME NULL AND VOID 1 YEAR F1ZO _ _ _ _ ! COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy 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: 1887 PLEASANT GROVE LN Owner:. Permit N0: B06-2$57 APN: 028-290-022 WOODS, EARL E & JANET T. Issued Date: 12/18/2006 By AAM Permit type: MISCELLANEOUS PO BOX 155 Subtype: Electric Panel BANGOR, CA 95914 Expiration Date: 12/18/2007 Description: RAISE ELE SER DROP (530) 679-1226 Occupancy:. Zoning: A5 Contractor Applicant: Square Footage: PAUL SOMMERS/ PIONEER CONST. PAUL SOMMERS/ PIONEER 1 Building Garage Remdl/Addn P.O. BOX 455 P.O. BOX 455 BANGOR, CA 95914 BANGOR, CA 95914 Other Porch/Patio Total (530)533-2131 (530)533-2131 FEE INFORMATION Single Phase Service - Res $55.00 Total Charged: $55.00 Fees Paid: $55.00 Balance Due: $0.00 Receipt No:: B1228 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License PAUL SOMMERS/ PIONEER C( 60924 B / / 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 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Sectio 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in ce and a 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 X 1-2/18/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date ❑ 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Cartier. Policy Number: Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) or less. ❑ IAM EXEMPT under Section - B. & P.C. for this reason: 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'X 12/18/2006 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 2/18/2006 Z I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal 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, ( ) injury, including of death, and property damage caused t is 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 DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEYS FEES. County to enter the a mentioned property for inspection purposes. I hereby certify that I am the ro rty own o m au orized to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY 12/18/2006 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for N me of P rmittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner 1:1 Contractor OR; E]Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip j-16 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT -SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.neVdds "PLEASE PRINT CLEARLY" -. APPLICANT INFORMATION. . OWNER INFORMATION Last NameoD n !X first Name_ e / T Mailing Address City City Q State C A State LA Zip Phone,,q_ a Fax E-mail Uc. #�? -. APPLICANT INFORMATION. . CONTRACTOR Name n2el c J,"A Address n0 �G g City Fax State C A Zip�s� Phone ,� a Fax E-mail Uc. #�? Class -. APPLICANT INFORMATION. . ARCHITECT/ENGINEER Name City Address Flip City Fax State Zip Phone LENDING AGENCY Fax E-mail State License Number -. APPLICANT INFORMATION. . Name Address City State Flip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone SRA ' Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. I' BIN # PROJECT LOCATION AP# Property Address L✓1& Cityp Cross Street SRA 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. Date: LENDING AGENCY Name Address Description or Scopeof Work: R i -E1 d",'Ld P✓l, L'� Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt M _ Sheriff SMIP Date: Other Total BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 1887 PLEASANT GROVE LN Owner: Permit N0: B08-1798 APN: 028-290-022 WOODS EARL E & JANET Issued Date: 09/03/2008 By KCG Permit type: MISCELLANEOUS 1887 PLEASANT GROVE LANE Subtype: Private Pool BANGOR, CA 95914 Expiration Date: 09/03/2009 Description: IN -GROUND GUNITE POOL: MSTI (530) 679-1226 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: BI - COUNTY POOL CONSTRUCTION BI - COUNTY POOL CONSTR Building Garage Remdl/Addn 871 VON GELDERN WAY 871 VON GELDERN WAY YUBA CITY, CA 95991 YUBA CITY, CA 95991 Other Porch/Patio Total (530) 673-3786 (530) 673-3786 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Swim Pool -Master Plan Co $512.42 Total Charged: $591.32 Fees Paid: $591.32 Balance Due:. $0.00 Receipt No: B8451 . -LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License BI -COUNTY POOL CONSTRUI 720512 / C53 / 03/31/2010 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 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am licensed under provisions of Chapter 9 (commencing with Se ion 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force an ct. 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 X 09/03/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signa Date ❑ 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 WORKERS' COMPENSATION DECLARATION 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 I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compansation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Cartier: PACIFIC EMPLOYEFpolicy Number.C4512048A Exp. Dale:06/12/2009 Contractor's License Law.). (This section need not be competed if the permit is for one hum re dollars ($100) or less.) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' X 09/03/2008 compensation si ns of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. 09/03/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules; regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 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 AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( 1 the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy o y sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. 1 County to enter ab a mentioned property for inspection purposes. I hereby certify that I am the Property o r a uthorized to act on the property owners b half. �2�t�a.J09/03/2008 Na of Permittee [SIGN] Print Date ___ 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) Owner ontractor OR; ElAgent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name o s Fins Name � Mailing Address �C City Qom] O State ' Zip 151_59W Phone 79 _ t Z Fax E-mail CONTRACTOR Name r _ v Address 7/ /W 6 • ACS Address 7/ ,J Cityva /1Z Statt,,,_ Zip S9�/ Phone&73 3 7B� Fax X73 1cla7 9 E-mail Zip7SS3 Lic.# —� Z Class APPLICANT INFORMATION ARCHITECT/ENGINEER Address 7/ /W 6 • ACS Name & Address�� 6 old" AmN Stir Qd City E-mail State CA Zip7SS3 PhoneR�L� `i�`i0 Fax E-mail State License Number I to APPLICANT INFORMATION Name �v N Address 7/ /W 6 • ACS City /� � State � Zip ,�� Phone y 73 _7 7 I Fax 3 to 7 q E-mail ,VPLIA4kT SIGNATURE X PROJECT LOCATION AP# Property Address X68 ,p City/ OC_ - WORKER'S COMPENSATION Policy Number ,n Carrier Nhiring anyone other than licensed contractors, a certificate of worker's. compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: CLV COUF'_� P Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone Ii SRA Yes INo Occ. Type Const. rlfi�� 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. O 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 anew 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 illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications,, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work. has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line'at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1798 Date: 09/03/2008 Location: 1887 PLEASANT GROVE LN Parcel Number: 028-290-022 Owner Name: WOODS EARL E & JANET Phone: (530) 679-1226 Description: IN -GROUND GUNITE POOL: MSTR# MP08-0006 Signature of Applicant: / Dater 09/03/2008 FILE Butte County Department: of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 C6unty Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds -M%- , E_� 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: B08-1798 Date: 09/03/2008 Location:. 1887 PLEASANT GROVE LN By: KCG Parcel Number: 028-290-022 Sub Type: Private Pool Owner Name: WOODS EARL E & JANET Phone: (530) 679-1226 Description: IN -GROUND GUNITE POOL: MSIR# MP08-0006 By signing below, I the project owner/owners' agent, certify thatthis 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 thanone 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: J�/J�rt/iSo/' FILE Date: 09/03/2008 IT �13TTF Butte County Department of Development Services/ Building Division 7 County Center Drive, Oroville CA 95965 • (5.30) 538-7541 Telephone • (5.30) 538-2140 Fax o � o www.buttecounty.net/dds www.buttegeneralplan.net ouNt'� Swimming Pool Requirements Drowning Prevention Safety Features Based upon California Health and Safety Code Section 115920-115929, known as the Swimming Pool Safety Act The County of Butte requires either listed, approved safety pool cover' meeting ASTM Standard F1346-91, OR a complying enclosure` which isolates the pool from the dwelling and remaining yard, OR a complying enclosure' which surrounds the perimeter of the pool and dwelling, with door alarms and self-closing, self -latching devices on all doors leading into the enclosure. *Enclosures • Minimum height of 60 inches • Access gales shall open away from pool and have self-closing, self -latching device no lower than 60 inches above the ground. • Maximum vertical clearance of 2 inches from the ground to the bottom of enclosure • No openings greater than %inch within 18 inches of the release mechanism when closed. • Gaps or voids shall not allow the passage of a 4 inch sphere. • Outside surface shall be free of cavities or protrusions that would serve as a foothold or handhold that could enable a child of less than 5 years of age to climb over. • Maximum mesh size for chain rink shall be a 2.25 inch square unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1.75 inches *Pool Cover • Shall be correctly installed per the manufacturer's instructions to prevent the access of children under rive years of age to the water. • Shall be property constructed to meet ASTM specifications and be labeled accordingly. • All ties, anchors or attachment points and controls for automatic covers must be installed in a way to prevent operating or uncovering the poll by children less than five years of age. • The pool cover shall possess a listing that insures the original design or performance of the cover meets`.or exceeds testing as prescribed by ASTM Standard F1346-91, Section 9 Test Methods for Safety Covers. Door alarms or self-closing, self -latching doors . Windows and doors routinely closed and latched _ `Safety pool cover Isolation 'Perimeter 'At a minimum, one of these shall be provided. Gates self-closing, self -latching (Revised 4/06) Pump Chain Link Fence WE 2-r .� ~SI L � .t ) F y y ` a 4 ,1 ., pL �v 1 f t P 3 it 4 •�; 3 Stone,OfIck Paver or Tile Surfaces 3' wider copper mesh Concrete or other — Paved Surfacer Wrought iron Fence Equipotential Bonding:.: ^tttr?s•; sCnslCfUnh ;I•:±I pyl 14f1: h3SU 1� (R1r t`. • 0 UrpC•4•nab. •_r NJ, Ai! ..'I,; el IJsO:u :'±Ild CCS:p°y C:rillll'It.: i, i LpaClra pcI NF.'_ 6901—'F.i'_II?1 b{•, -,$m] :^. Mil;•,1ps, p;; ,""•:.S'G tv lJrO;s a r Metallic Ladder $ t , •�';'JD�t�srl}'�4ufnhuaa ;..f(xture.. �. l t . •�!-��, :1 Y rl . i;I?IlyiwW.p `/� .i::.'. ` SRI 4•:I uJri> Lto ed %'r z 7 t i f ''•y �,r�• Deck Box i Poolcover t" 3' vAda copper mesh 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 SWIMMING POOLS AND EQUIPOTENTIAL BONDING BASED UPON 2007 CEC SECTION 680.26 What is Equipotential Bonding for swimming pools? Establishing an electrically safe environment in and around permanently installed swimming pools requires the creation of an equipotential grid. The sole purpose of an equipotential grid is to create an area where there is no significant difference in voltage between objects that can be touched simultaneously. Examples of objects that can be touched simultaneously include the concrete decking, ladders, handrails, light fixtures, drains, and the pool water. An equipotential grid is created by intentionally connecting all these objects together electrically, otherwise known as bonding them together_ What parts of a swimming pool require bonding? Section 680.26 of the 2007 California Electrical Code (CEC) requires bonding of all the metal structures, parts and fittings that are within 5 feet horizontally of the pool wall, and 12 feet vertically above the maximum water level of the pool. The following parts require bonding: • Concrete reinforcing steel and all metallic structural components of the pool shell, coping stones and deck_ • Metal conduits, metal door frames and metal window frames within 5 feet of the inside pool wall. • Metal forming shells and mounting brackets of lighting fixtures. • Metal fittings and all metallic parts for handrails, ladders, metal drains and diving boards. • Metal casings of electrical equipment, all metal parts of any electrical equipment associated with the pool, including pumps and recirculating equipment, heaters, blowers and automatic covers Equipotential Bonding Grid Bonding just the metal parts around the pool to each other may not provide a complete .equipotential plane. For this reason, Section 680.26 (C) of the 2007 CEC requires connecting the metal parts to a common bonding grid that covers the entire contour of the pool. Additionally, the equipotential grid is required to extend horizontally under the deck for not less than 3 feet. The following pool shells are permitted to be used as an equipotential bonding grid by the 2007 CEC: • Structural reinforcing steel • A pool with bolted or welded walls • Field fabricated grid constructed with a minimum #8 AWG bare solid copper conductors for a concrete pool or deck with no reinforcing metal. In accordance with the exception in Section 680.26 (C), the equipotential bonding grid covering the entire contour of the pool is not required for vinyl lined, polymer wall, fiberglass composite or other pools constructed of non-conductive materials. klw:draft:28May08 �� 16� �,. r �<• BUTTE COUNTY DEPARTMENT OF DEVFLOPMENT SERVICES INSPECTION CA" 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B06-2548 Issued: 11/28/2006 Address: 1887 PLEASANT GROVE LN BANGOR APN: 028-290-022 Permit Subtype: Patio Cover/Cvd Owner: WOODS, EARL E & JANET T Applicant: PAUL SOMMERS / PIONEER CONST Description: COV. PATIO 336 SQ.FT./COV.PORCH 36 S MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Ins on -Te IVR INSP DATE Setbacks - 132 Foundations / Footings. -"-111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor eathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation —4 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145, Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 801 6� �l -? N PERMITS BECOME NULL AND VOID 1 YEAR FRO COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy 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: 1887 PLEASANT GROVE LN Owner: Permit No: B06-2548 APN: 028-290-022 WOODS, EARL E.& JANET T Issued Date: 11/28/2006 By KCG Permit type: MISCELLANEOUS PO BOX 155 Subtype: Patio Cover/Cvd Pch BANGOR, CA 95914 Expiration Date:11/28/2007 Description: COV. PATIO 336 SQ.FT./COV.POR( (530) 679-1226 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: PAUL SOMMERS / PIONEER CONST PAUL SOMMERS / PIONEEF Building Garage Remdl/Addn P.O. BOX 455 P.O. BOX 455 BANGOR, CA 95914 BANGOR, CA 95914 Other Porch/Patio Total (530) 679-0235 (530) 679-0235 372 372 FEE INFORMATION Patio Cover/Porch $205.00 SMTP - Residential $0.60 Total Charged: $205.60 Fees Paid: $205.60 Balance Due: $0.00 Receipt No: B693 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License PAUL SOMMERS / PIONEER 1857563 B / / 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 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full r nd effect. 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 X 006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contra tor's Signature Date + E]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 License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the. Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the : , Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is or one hundreddollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: 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'X 11/28/2006 compensation provisions of Sectio 0 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provision XO6 I hereby certify that I have read this application and state that the above information is correctI agree. to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 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 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, injury, including death, and property damage caused with arising out of, a in any wayconnectedtuthauthorize DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby, acknowledge that issuance of this permit does not authorize the t is use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the party o or am authorized to act he property owners behalf. �V/ 11/28/2006 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permimee [SIGN] Prl t Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR. ElAgent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY 0wTrF0 s DEPARTMENT OF DEVELOPMENT SERVICES 0 o BUILDING PERMIT APPLICATION 0 o AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 O A FEE WILL BE REQUIRED AT TIME OFAPPLICATION 1p Website: www.buftecounty.net/dds cw H'�y "PLEASE PRINT CLEARLY* ARCHITECT/ENGINEER OWNER INFORMATION Last Name©� irstNam _ .T Mailing Address Fig Qo /� n Cityf? State e State n Phone 2� Fax E-mail Date Approved: ARCHITECT/ENGINEER CONTRACTOR Name Address Qd g State � City Phone State e Zip 9�9/ n Page LFa E -mai Phone 9 - 023 Date Approved: Fax l -o X221 E-mail Lic. # Class ARCHITECT/ENGINEER Name J PLf_,e,� Name Address 9 _�6 b /di City State � Zip 9Sy Phone Fax E-mail State License Numbe� 2 09 - — APPLICANT INFORMATION Name u S P Address Occ. CityC Type Const. APhone If hiring anyone otter than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance, Map Book Page LFa E -mai I --, . ARPLICANT SIGNATURE I 0 For office use only: AP# Zoning Flood Zone SRA I Yes No Occ. WORKER'S COMPENSATION Type Const. Subdivision Name If hiring anyone otter than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance, Map Book Page Lot # Planner Date Approved: PERMIT NO. PROJECT LOCATION AP# Property Address /'C"'92 Cit Cross Street r IIA, v�G WORKER'S COMPENSATION Policy Number Carrier If hiring anyone otter 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: _fir 1 41 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits. ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made priorAo 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. I I Received by`� Amount: Bldg I I Receipt M 7v Sheriff y' &0 SMIP Date: Other '1 "61a �. bU Total /Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds -Iqm.ME - g Clc National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B06-2548 Date: 10/30/2006 Location: 1887 PLEASANT GROVE LN By: TMP Parcel Number: 028-290-022 Sub Type: Patio Cover/Cvd Pch Owner Name: WOODS, EARL E & JANET T Phone: (530) 679-1226 Description: COV. PATIO 336 SQ.FT./COV.PORCH 36 SQ.FT. 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: 2�,J Title: z --01A, 4�� FILE Date: 10/30/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department .of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion' of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (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 http://municit)alcodes.lexisnexis.com/codesibutteco/ Reference Number: B06-2548 Date: 10/30/2006 Location: 1887 PLEASANT GROVE LN Parcel Number: 028-290-022 Owner Name: WOODS, EARL E & JANET T Phone: (530) 679-1226 Description: COV. PATIO 336 SQ.FT./COV.PORCH 36 SQ.FT. Signature of Property Owner: � /A M V Date: 10/30/2006 FILE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B06-2550 Issued: 10/30/2006 Address: 1887 PLEASANT GROVEArea: BANGOR Owner: WOODS, EARL E & JANIAPN: 028-290-022 Applicant: PAUL SOMMERS/ PION]Map Page: Permit Type: Re -Roof Description: SHAKE ROOF 34 SQ.'S Flood Zone: SRA Area: SETBACKS Front Setback: Side Setback: Rear Setback: Other Setback: nimum Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings III Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Stee l/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Inspection Type I IVR I INSP I DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Sighed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool ElecBonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: �F�, ; ,�uiffi�''�''�, ;.��.�`7�r^,-�caS °s��.,� 'a.•�. ;•��'� ,'>S�3 �� ?a � �?J��ri7�`• 4 +at '#.Y!' 2 !.. *,}M .:. T r .� v..; xs� Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Public Works Fina 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL 801 T177-� *Project Final is a CertiTicate of occupancy for (Residential Only) PERMITS BECOME NULL: AND VOID I YEAR FRONI THE DATE: OF ISSUANCE:. IF WORK HAS CONI IENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy -A 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: 1887 PLEASANT GROVE LN Owner: Permit_No: B06-2550 APN: 028-290-022 WOODS, EARL E & JANET T Issued Date: 10/30/2006 By TMP Permit type: MISCELLANEOUS PO BOX 155 Subtype: Re -Roof I BANGOR, CA 95914 Expiration Date: 10/30/2007 Description: SHAKE ROOF 34 SQ.'S (530) 679-1226 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: PAUL SOMMERS/ PIONEER CONST. PAUL SOMMERS/ PIONEER 4 Building Garage Remdl/Addn P.O. BOX 455 P.O. BOX 455 BANGOR, CA 95914 BANGOR, CA 95914 Other Porch/Patio Total (530) 533-2131 (530) 533-2131 FEE INFORMATION Re -Roofing $192.50 Total Charged: $192.50 Fees Paid: $192.50 Balance Due: f' $0.00 Recei t No: B694 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. /Class /Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License PAUL SOMMERS/ PIONEER C( 60924 B / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or bounty 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 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 70 Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in roe and elle 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 Xthe applicant to a civil penalty of not more than five hundred dollars [$500];' Please check one of the following: Contractor's Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION - OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements E]I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by E] ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law lows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Cartier: Policy Number. Exp. Date: (This section need not be completed if the permit or is one hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/30/2006 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date prw ns. X /30/2006 2_agZ� I hereby certify that I have read this application and state that the above information is correct: I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signatu a Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 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 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, • injury, death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND 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 ATTORNEYS FEES. d property for inspection purposes. -1 hereby certify that I am the . Counit^enter the bo �adtnoe;act props er or uthor on the property owners behalf. CONSTRUCTION LENDING AGENCY _ 0/30/2006 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name'of Permi ee SI Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR: ". ❑Agent for Owner ❑Agent for Contractor t FILE COPY Lender's Address City State zip r,r; ewa"��•7•wt1�,]•°'stlP'"•"'i+T•f+�'^'v- v+ai+.�r +lei r lcS9+;ss"�'`?f�n[.'+.r.-.��.��.c�}',c�c,��lF:iA:� •'�-7�ede:�.e�::atm.-;'�'��?5r*5�;�!�a''7�,-"":�.ar+'"�"' h iMM 1 l OFFICE COPY Address s GAS Meter ByDate ELECTRIC Meter By D , n COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53&W -f RMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-290-022ZONING BUILDING PERMIT OWNER EARL . E. WOODS & JANET WOODS TELEPHONE 0574-1226 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. B01 155, BANGORo CA 95914 CONTRACTOR'S NAME B RELE CTRIC TELEPHONE 343-3210 CONTRACTORS MAILING ADDRESS CHICO, CA CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1887 ANT v R Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utllities ❑ Installation ❑ Other ❑ Describe Work: UP GRADE ELECTRIC TO 400 AV Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 UES Main Service za.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 RAJ 00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BIOS. SO 3.50FT. NON•REOSID ' MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex, OCCU OUTLET OR FIXTURES �0 ®';- Ex. Occup. DPIx�EEDA AEws00EA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 RE INSPEMON 1 23.00 PERMIT FEE S 112.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee ' 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the,work for which this permit is issued, I shall not employ any person in 'any . manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �� ^� n I n X=` 1.'l �_ Date ' l/f.0 `r' O Signature of Applicant - Owner ❑Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ .CONS.T. TYPE TOTAL FEE $ 112.00 PEES IMP FLOOD I COF PARCEL PD I HD I IS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indi"aoveor wh'ch fees have been paid. � B.X n ,, Pate V r ` PERMIT EXPIRES ON Dale Receipt No • WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5381 RMIT No. (Rev. 12/96) APPLICATION AND PERMIT D� ASSESSOR PARCEL NUMBER 028-290-022 ZONING BUILDING PERMIT OWNER EARL E. WOODS & JANET WOODS TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS P.O. BO BANGOR, CONTRACTOR'S NAME BAKER ELECTRIC TELEPHONE 343-3210 CONTRACTORS MAILING ADDRESS CHICO, CA CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1887 PLEASANT GROVE LANE BANGOR 95914 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: UP GRADE ELECTRIC TO 400 AMP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G1 W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 gooORLE Main Service 2001 OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.0046,00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BWS. So 3.50FT. CONS = RES DT MULTI.OYR T @7.50 POWER APPARATUS b SINGLE OUTLET CIR. Ex. Occup. ounETORFaTLIREs 20 @'•0°BAL @ .50 Ex. Occup. Du�Ti PREESS,p.OEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PRE INSPECTION 23.00 PERMIT FEE $ 112.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. XAll Date Sh��&0 Sign u of Applicant - Owner ❑ Contractor ❑ Agent An O A permit is required for excavations over 5'0" deep and demolition or construction Of str, tures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 112.00 HAz D PEES IMP FLOOD CDF PARCEL Po HD ISS This permit is hereby issued under of the Butte County Code and/or indicated ove for wh• fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dat Date Receipt No. 294516 / $112.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I D . + r , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT" ASSESSORPARC ELNUMB1 __D p ZONING BUILDINGPERMIT OWNER ^�. TELEPNONE 1CJ� WOQ�� TC tr,e "C -671 ZZ(o SO' FT. OCC. BUILDING VALUATION OWNERS MNUNG.eDDRESS lJ 'L7J CONTRACTOR'S NAME - TELEPHONE - CONTRACTORS MAILING ADDRESS jr NLC� CONSTRUCTION LENDER , LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. • Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ ' Plan Checkin Fee $ BUILDING ADDRESS 188-7 1'2aSCL h—+ rUV 2 v\ Energy Plan Checking Fee $ $ 3aV9 ON(— CA Sri ► PERMIT FEE $ LOT NO. .;•• SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 - USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping 15.00 TYPE OF WORK SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ , Installation ❑ Other ❑ Building sewer 15.00 Describe Work: (J Pic' �>' /�� Q Q 69 /ylQ Mobile HomeS G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service a.LEN 23.00 Main Service 200A TO 1000A 46.00 LICENSED CONTRACTOR'S DECLARATION NEW CONST. DWELLING OCCUP.` SO I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter OR ADDNS. '— ( y ACC_ BLDS. 3.5¢FT: NEW CONST MULTI.OUTLET 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, NON-RESID. 07.50 and my license is in full force and effect. P.0r APPAMTUS License Class Lic. NO. 8 SINGLE OtlTLET C.R. OWNER -BUILDER DECLARATION EX. OCCU OUTLET OR FIXTURES g20 o LNS I hereby affirm under penalty of perjury that I am exempt from the Contractors License Ex. Occup. GuTLEEDTs PEES,6.) a1 5.00 Law for the following reason: , Temporary Service 23.00 ❑ 1, as owner of the property, or my employees with wages as their sole compensation, Mobile Home Facilities 20.00 will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors Misp, Wiring 23.00 to construct the project. ❑ I am ex -reason PERMIT under Sec. Business and Professions Code for this la PERMIT FEE $ O n WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Fling Fee 20.00 1 hereby affirm under penalty of perjury one of the following declarations: Heating ❑ 1 have and will maintain a certificate of consent to self -insure for workers' Coolin compensation, as provided for by section 3700 of the Labor Code, for the - ,performance of the work for which this permit is issued. Hood 6.50 ❑ 1 have and will maintain workers' compensation Insurance, as required by Section Ventilation 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier PERMIT FEt $ Policy Number Mobile Home Installation Fee $ (The above sections need not be completed if the permit is for work of a valuation -Energy Inspection Fee $ of one hundred dollars ($100) or less.) t occ CONST. TYPE ❑ 1 certify that in the performance of the work for which this permit is issued, I shad TO AL FEE $ not employ any person in any manner so as to become subject to workers' HAz. p, FEES FLOOD COF P CEL' PO HO ISSUE 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. i This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work X Date indicated above for which fees have been paid. Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories in height. , By Date Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN - SPECTOR GOLDENROD -APPLICANT (Dato r � PRE -INSPECTION REPORT • / LOCATION:-/ (�- 8-7 ROq�� A,, CONTRACTOR: PRE-INSPETION FOR: i DATE TO INSPECTOR —j PERMrr HISTORY:,' ) NONE Building Description: Commercial/Usage:_ Residential/# of Units: ZONING: U© �OLLOWS: BUILDING INSPECTOR'S REPORT Currently Occupied &--*'- Abandoned/Vacant Electric: Yes No Electric currently On Off Condition of Electric Gas: Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working -� Well Working Potable Water Obvious SewageProblems Comments: ACTION RECOMMENDED: ISS HOLD FOR Inspector :7—P� s l "figQ� Date Sketch buildings on reverse and indicate location on property. INC.ca � J,, 000 00 3 <I T CoIrl 4-I 00 S PQ 44 O }} , �IN 1r � 4PO4 + �. .. 1 f•1i� " h'••1 . • ca Lr) 41 00 iJ Cn i ri) 41 -4 W rcn w La ; 4 z . "4 A �4 0 O N P4'CAI U W '6 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville,.California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - D /,� V — ZONING BUILDING PERMIT OWNER ^OQ A ) TELFPNONE SO. FT. OCC. BUILDING VALUATION owNER9 MAIu ORESS ,o C, CONTRACTOR'S NAME 4: e s3v TKUMNE 343- 3aio CONTRACTOR'S MAILING ADDRESS ' kLc o CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuatlon S ARCHRECT OR ENGINEER. LICENSE NO. Filing Fee a - 20.00 ARCHRECT OR ENGINEER'S MAILING ADDRESS Permit Fee - a Plan Checking Fee $ BUNTING ADDRESS ] % 1 QciSCL k+ UV V\ Energy .Plan Checking Fee b _&,XCJ of 6A qui I Lf s PERMIT FEE S LOT NO. SUBDN6gN'SNAME; PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPEclFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: iJ Pte' � �' p� �� 69- � Gas piping system 1 -'5 outlets 15.00 Building sewer 15.00 Mobile Home S 1 G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT ' Fling Fee 20.00 -800VOR LIE Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm.under penalty of perjury that l am licensed under provisions of Chapter 9 (commencin with Section 7000 of Division 3 of the Business and ProfessiCode, g ) ons and my license is in full force and effect. License Class ' Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation; will do the work, and the structure is not intended or offered for sale. ❑ , I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec.' . Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of'consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of.the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO IOWA 46.00 Q� NEW CONST. owFLUNG OCCUP. OR AODNS. ( a ACC. Btos. S0 3.50x' NDNsI. MULTI OUTLET NON-RESID. 97.50 POWER APPARATUS a swcLE OUTLET CIR. Ex. Occup. OUTLET ORFOCTURES SAL@ .w Ex. Occup. ZrsAPP .oma 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misq, Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT, Fling#Fe,20�.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certifythat in the performance of the work for which this permit is issued,'l shall P p - not employ any person In any manner so as to become subject to workers' compensation laws of California; and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60' deep and demolition or construction of structures over 3 stories in height. �. Mobile Home Installation Fee 1S Energy Inspection Fee $ GCC CONST. TYPE TOTAL FEE $ NAZ. 1 D FEES I IMP I FLOOD I COF PARCEL PO HD ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. re Receipt No. WHITE-O.O.S.-B.D. CANARY -ASSESSOR PIN - SPECTOR GOLDENROD•APPLICANT c;� E� q j / (,) 4�> 1 Tcq-Z�— 3174-85B RUDY RUSSELL ^1 2127 Pleasant Grove Bangor l COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroviile, California 95965 - Telephone 916/534-4541 APPI-16TION AND PERMIT PERMIT NO. I LI ASSESSOR PARCEL NUMBER ' `JL, - !L., ZONING BUILDING PERMIT OWNERrj ` 1 1 11 ��}lic C.F 11 TELEPHONE SO. FT. OCC. BUILDING 4 LVALUATION OWNER'S MAILING. -ADDRESS -' I - !�V ' low �� y %ro JJ r CONTRACTOR'SNAME. ,�"„1 il `-1A0 Mr TELEPHONE t/ �Il CONTRACTOR'S MAID NG "ADDRESS'ol I S '1 �_14 !i Ir r I . , Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.0 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking n g Fee $ AR ARCHITECT OR ENGINEER'S MAILING ADDRESS C Penalty $ BUILDING ADDRESS 1 Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 A� i Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME'PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF � ' Duplex❑ Mobilehome❑ Other ,N SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New❑ Addition❑ Remodel�A Utilities I st Ilation❑ Other[ Describe work: r ', ! t Ce Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions `Code d my license Is In full force and effect. License No. t��/h �� Classification / l ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUR.tr OR ADDNS. ( ACC. BLDGS. , h¢sq ft NEW CONSTR. U TI.OUTLET 2,50 ea NO RES BRANCH CIRC ITS POWER APPARATUS tr (SINGLE OUTLET CIR. .20 AL@90 Ex. Occup(OUTLETS OR FIXTURES \\ Ex. Occup. OUTLETS FIXED P(RES(D )LNS REA./ 1 2.00 Temporary service 1 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Q.fl shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities,fjudgments, costs, and, expenses. wh i ch may in any way accrue against said'County in consequence of the gra�iting of this permit. fI e1_ X�/4=_��•r'�� J� -f Date �� `� '� Signature of Applicant — Owner El Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occ"P, CONST.T7 I I FLOOD PARCEL PD ND ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTORRF PUBLIC,WORKS By //,"I -//Date PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. 11 ' r �/ - Receipt No. x �� r� WNITE-D.P.W.. YELLOW-ASSr33OR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION"AND PERMIT PERMIT NO.. —$S ASSEV94 PAR NU B R ZONING BUILDING PERWT OWN TELEPHONE SQ. FT. OCC. BUILDING VALUATION OW M I N D CON R, CTOR'N M L PHO V CO T ACTO 'S MA NG ADDRESS r r of Fireplace CO UC ION L ER UNKNOWN C Total Valuation $ Filing Fee $ 10,00 LEND R'S MAILING ADDRESS Permit Fee $ AR ITECT OR ENGINEER 19 14 LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADORE s 14 ed I/& Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 r Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME ARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home is G W 10.00ea TYPE OF WORK New ❑ Addition ❑ model Utilities ❑ Iryp llati n❑ Other Describe work: y'Q/*D 70 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 Main Service EA, ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): n I lsr am licensed under provisions Of Chapt. 9, Div. 3 of the BuSineSS and Professions de my license IS In full force and effect. License No. Classification r ,32 F1 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING oCCUP.1k , New OCONSTR( A 2/z2sgft MULTI -OUTLET NON•RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. 200500 Ex. Occup(ouTLETs OR FIXTURES eAL030 Ex. Occup. our LEPLNS R RESID )EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. P�shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyol Butte to enter upon the above-mentioned property for inspection purposes. t also agree to e, indemnify and keep harmless the County of Butte against all liabilities Iudgments, costs expe a which may in any way accrue against sa' ounty in conse of ting of this permit. X Date Signature ofhcant – Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation -Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ r OC CU P, GONST.TYPC FLooD PARCEL Pa No S9 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which IRECO PUBL BY PERM;EXPIRES Date the applicable provi- resolutions to do fees have been paid. 0RKS Date Receipt No. WHITE-D.P.W., TELL W -ASSES R, PINK -INSPECTOR, GOLDENROD -APPLICANT PLANNING DIVISION •BUILDING PLAN APPROVAL Use: ?hL- K Date A . Parking: Landscaping: Other: Signature: 2pSi{e. Plan ap?rovej furl oni►� C !f BUILDING MASTER PLAN PERMIT# S -M #_MpabQ% ASSESSOR'S PARC EL#_b2-%•2Qo- AP N OTE: C:cc -r"=- ArrAr L4=rt SWIMMING POOL REOUIREMENTS i Vim• wav If t 0 COMPLY nRl�,IA H 200.? ELECTRICAL CODE ART11.I F F,F3n �O .Z rl. CEC 680.260 �Q UIPOTENTIAL BONDING GRID E 30•' ►` BUILDER NOT RESPONSIBLE FOR CONCRETE, SHRUB- BERY AND / OR UNDERGROUND OBSTRUCTIONS IN SHALL BE INSTALLED AS DESCRIBED BY THIS ACCESS THE EQUIPOTENTAIL BANDING GRID SHALL �� THE UNDERSIGNED APPROVES THIS WORKING PLAN CODE— �� h s AND ACKNOWLEDGES RECEIPT OF A COPY: EXTEND UNDER PAVED WALKING SURFACES FT L IORIZONTALLY BEYOND THE INSIDE WALLS OF THE tiv BI -C U TY OOL D IGNED ESP,CIALLY FOR POOL 4 SALESMAN N HOME V SINESS DRAWN BY CHECKED BY REORDER FROM CALIFORNIA SURVEYING 6 DRAFTING SUPPLY 1-800247.1414 BI -COUNTY POOLS CONSTRUCTION, INC. 871 GARDEN HWY YUBA CITY, CA 95991 530-673-3786 Contractors License 720512 POOL SPECIFICATIONS SIZE x _L_ P RIMETERZIOO AREA fix" tq. ft. DEPTH ' TO VOLUME JEO'I_idQ GALS. CONSTRUCTION SPECIFICATIONS RAMP SHALL�OWIDEEP SWIMOUT :rx_f_x LOVESEAT 4 WALKOUT _ x EXCAVATION (COPING/CANTILEVER) FENCE: DOWN BY -02p&61- UP BY AM'N -k HOURS OF GRADING I_ LOADS TO DUMP STUMPS LEAVE/HAUL CONCRETE: REMOVE _ sq. ff. STEEL/GUNITE/TILE/PLASTER (VORTEX/ANTI-VORTEX) RAISED BOND BEAM -=FT. x '_ height RAISED BOND BEAM _ FT. x _ height DECK TIES — TILE SIT, CIA COLOR OF PLASTERypyy`i:� CAP FOR BOND CAP FOR RAISED BOND BEAM SPA ='x —=LENGTH OF DAM CAP FOR DAM "} SPILLWAY^ PLUMBING SPECIFICATIONS a, POOL: NO. OF RETURNS —7—MAIN DRAIN SIZE T SIZE OF SUCTION LINE F�R�OM SKIMMER 2'� SLIDE FILL LINE!" FOUNTAIN LINE = ft. SOLAR HEAT 'T's POOL CLEANER A REVERSE FLOW'PLMG. — DIV. BRD. — PRONG JIG SPA MAIN DRAIN Sli NO. OF JETS —' LIGHT L_ RETURN VALVE TYPE NOTE: ALL AIR LINES PLUMBED BACK TO EQUIP. (I') UTILITIES ELECTRIC BY GAS BY i OL DECKING (CAN ILEVER ") W SQ. FT. TYPE FINISH FOOTINGS = x = x --MASTIC DIVIDERS: TYPE —2 DRAINS RISERS — ft. POOL EQUIPMENT FILTER: TYPE PUMP: TYPE SIZE HEATER: TYPE SIZE �V 0008TU BLOWER: TYPE ^' SIZE AMPS POOL CLEANERTYPE AW SEPARATION TANK POOL ACCESSORIES LIGHTS: POOL PA w LENSE KIT BOARD = BOARD STANDARDS. SLIDE STRT./LC/RC COLOR GRAB RAILS/STEPS =' LADDER _"HANDRAIL POOL CLEANER TTPE —11,!j VACUUM HEAD AND _ FEET OF HOSE MAINTENANCE KIT AND POLE MAP BOOK PAGE: TRACT NUMBER: LOT NUMBER "w a JIM PURSELL, P.E. 236❑ BALDWIN AVE. CALIFORNIA L iC. 60924 OROVILLE, CA 95966 WASHINGTON LIC. 381 21 PH. (530) 533-2131 FAx (530) 534-0902 ti September 20, 2006 Butte County Development Services Dept. Building Division i County Center Dr. Oroville, CA 95965 ISE: Truss Design, Covered Patio for Earl & Janet Woods, A.P.N. 02,8-290-022, Bangor, CA Dear Sirs: I have reviewed the truss designsforthis project. They have been checked for conformance with the lateral design of the structure. The only truss receiving a drag load has been checked by the manufacturer's engineer. My review also includes identifying and locating loads in excess of 3000 pounds. Where required, structural and foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. Sincerely, r- w Jim I'ursell, P.E. T.l APpROVED d Jim Purcell Page #1 Civil Engineer RCE 60924 Date: September 8, 2006 Job Number` 106-08-72 Job Name: Pioneer Construction Location: A.P.N. Analysis: 2001 CBC Dead Loads Live Loads Roof. Comp. Shingle 6.0 1/2" O.S.B. 1.5 Framing 5.0 Insulation 1.0 1/2" Gypsum 2.5 16.0 psi 16 psf. 'i Wall: Wood Siding 3.0 r}„ .... 3/8" O.S.B. 1.3 � Framing 2.5 >i 1/2" Gypsum 2.2 Insulation 1.0 C GO j 10.0 Floor: Concrete 50.0 50.0 psf 40 psf. Lateral Loads Wind: P=C,,Cwgl where Exposure C r i Ca 0.62 @15 feet cq 0.3" in/0.9 out windward roof q= 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I= 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V=2.5CaIW/1.4R iMere Ca 0.36 I= 1 R= 5.5/4.5 (Wood/Stucco) Soil Bearing Lateral Sliding Lateral Bearing 1500 psf Coeff=0.30 200 psf/ft. Pioneer Cons#urc#ion Lateral Analysis Page 3 Improtance Factor I = 1 Wall Wind Seismic Roof: Windward Leeward q 9 P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@ 75) - (lbs) Pitch = Rise -.Run Pitch Factor P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 4.5 : 12 = 1.07 ,P(25)= 0.72 ,0.3 0 0.7 0 14.5 1 = 0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 1.07 x 532 x 16 = 9091 P(15)= 0.62 0.3 125 0.7 125 14.5 1 = 1124 Wall: Windward Leeward I P Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) q 0 C ef. Coef. + xA ( ) ( Coef. x A) (@75) (lbs) 144 x 10 = 1440 P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt.(Ib) P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 R = 5.6 W = 10531 P(20)= 0.67 0.8 5 0.5 0 14.5 1 = 38.9 Wood P(15)= 0.62 0.8 148 0.5 0 14.5 1 = 1064 Base Shear (lb) P (Total) = 2227/ V=(2.5xCaxIxW)/(1.4xR)= 1209 (Wind GOVERNS 7- 7 ev_.. rt /V A 3 , , /..�. �r�-� t� � � j J �� • �i4'�� ... �.4.._�.jm.. - �' f,��..- `j.'`; r.i t j/ U i ummm JOB: Pioneer patio ac WIG LOCATION: Butte Co. M9 TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca -95610 Phone: (916)676-1900 Fax:(916)676-1909 Oroville, Ca.95965 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WA rl 1.1 W-5i6wo.-wo 2- 1-1 C a �7 "ns J LP E ff 11 MEN E %gw JO TIMBER PRODUCTS INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone: (360)449-3840 Fax:(360)449-3953 0- L UMBER ► HARDWARE oe 0- STOCK PLANS 0. CUSTOM DRAFTING Po- TRUSS ENGINEERING 01- TRUSSES ► PRE FRAMED WALLS z Oroville, Ca.95965 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WA rl 1.1 W-5i6wo.-wo 2- 1-1 C a �7 "ns J LP E ff 11 MEN E %gw JO TIMBER PRODUCTS INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone: (360)449-3840 Fax:(360)449-3953 p ��I �IL��1��'� � i� � _I_ Il ioncer Con.5truction ai® ition ' Encleavor Homes 655 Cal OA Jed. Qroville, Ca. 95965 (530) 554-0300 (530) 554-5269 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: 822791130 thru 82279 1 1 32 My license renewal date for the state of California is March 31, 2007. QROFESS/pN G) M C 046433 % ®' September 15,2006 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TP1-2002 Chapter 2. J MIT, e i( POWER TO PERF ORM.•" it !Tek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Re: Pioneer _Patio—Add Telephone 916/676-1900 Fax 916/676-1909 00 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: 822791130 thru 82279 1 1 32 My license renewal date for the state of California is March 31, 2007. QROFESS/pN G) M C 046433 % ®' September 15,2006 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TP1-2002 Chapter 2. 2-0-0 6-6-8 5-5-8 4x5 = 4 5-5-8 u.cuu s�ui i�cw�rviiicn uiuuauic ,nim. rn acy i��.,Y..sicw� royc , 24-0-0 26-0-0 6-6-8 2-0-0 Scale = 1:46.1 h Io sxr 2.00 F12 LOADING (psf) uss Truss Type Qty Ply TCLL 16.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.18 9-10 >999 240 MT20 220/195 TCDL 10.0 822791130 PIONEER_PATIO_ADDJob 1rr A SCISSOR 6 1 Job, Horz(TL) 0.22 6 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Reference (optional) 2-0-0 6-6-8 5-5-8 4x5 = 4 5-5-8 u.cuu s�ui i�cw�rviiicn uiuuauic ,nim. rn acy i��.,Y..sicw� royc , 24-0-0 26-0-0 6-6-8 2-0-0 Scale = 1:46.1 h Io sxr 2.00 F12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.18 9-10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.41 9-10 >695 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.22 6 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Sheathed or 3-7-2 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. WEBS 2 X 4 DF Std REACTIONS (Ib/size) 2=965/0-3-8,6=965/0-3-8 Max Horz2=-82(load case 6) Max Uplift2=-106(load case 5), 6=-106(load case 6) FORCES (lb) -.!Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-3018/64, 3-4=-2175/21, 4-5=-2175/28, 5-6=-3018/15, 6-7=0/34 BOT CHORD 2-10=-6412799,9-10=-64/2801,8-9=0/2801,6-8=0/2799 WEBS 3-10=0/236, 3-9=-815/125, 4-9=0/1196, 5-9=-815/131, 5-8=0/236 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing atjoint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH -7473 BEFORE USE. Design valid for use only with MTek 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 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/TPll Quality Criteria, DSB-89 and BCSN Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. September 15,2006 8' l e 7777 Greenback Lane, Suite 109 Citrus Heiqhts, CA, 95610 61 Efi1' J11 ,, 11 It I I i. t I1V _ --- — — - Symbols Numbering Systemt t s PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3 " *Center plate on joint unless -� ®-� /� dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property Diafen to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. i�C2 $ C3 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane ao afi joint locations. AOJ OUr3O = 4. Unless otherwise noted, locate chord splices at'A panel length (± 6" from adjacent joint.) O 5. Unless otherwise noted, moisture content of BOTTOM CHORDS *For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge of truss and vertical web. J1 J8 J7 J6 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is anon -structural consideration and is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBG 3907, 4922 11. Bottom chords require lateral bracing at 10 LATERAL BRACING SBCCI 9667, 9432A ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location of required WISC/DILHR 960022-W, 970036-N continuous lateral bracing. PIER 561 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. BEARING Indicates location of joints at O m 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. " engineer. �' � ��1 15. Care should be exercised in handling, erection and installation of trusses. Mi7'ek Engineering Reference Sheet: PAII-7473 1993 MI'Tek® Holdings, Inc. 0 �1 2-0-0 6-4-5 5-7-11 4x4 = 4 5-7-11 o.auv a�w ivaw� mirn oap -va:—.,'u— rage i 64-5 2-0-0 Scale = 1:45.4 5x6 = 3x4 = QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. 8-2-14 15-9-2 24-0-0 8-2-14 7-6-4 8-2-14 0 Io LOADING (psf) Truss TrussType Qty ly o 0 I/deft L/d PLATES GRIP TCLL 16.0 F 822791131 PIONEER _PATIO _ADD Al COMMON 1 1 IMT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.40 Vert(TL) -0.22 Job Reference (optional) 0 �1 2-0-0 6-4-5 5-7-11 4x4 = 4 5-7-11 o.auv a�w ivaw� mirn oap -va:—.,'u— rage i 64-5 2-0-0 Scale = 1:45.4 5x6 = 3x4 = QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. 8-2-14 15-9-2 24-0-0 8-2-14 7-6-4 8-2-14 0 Io LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.32 Vert(LL) -0.10 2-9 >999 240 IMT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.40 Vert(TL) -0.22 2-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 3-8-8 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 6-1-14 oc bracing. WEBS 2X4 DF Std REACTIONS (Ib/size) 2=965/0-3-8, 6=965/0-3-8 Max Horz2=82(load case 13) Max Uplift2=-545(load case 13), 6=-545(load case 16) Max Grav2=1403(load case 8), 6=1403(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35, 2-3=-3002/1244, 3-4=-2165/608, 4-5=-2165/608, 5-6=-3002/1244, 6-7=0/35 BOT CHORD 2-9=-1178/2747,8-9=-334/1472,6-8=-1103/2747 WEBS 3-9=-324/140, 4-9=-15/549, 4-8=-15/549, 5-8=-324/141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category Il; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss has been designed for a total drag load of 2300 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-0-0 for 95.8 plf. LOADCASE(S) Standard �,✓� Q�,pFESS/p�� C 0 433 rn. September 15,2006 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mit-7473 BEFORE USE. Se Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. �N141 , 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 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 BCSH Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onof6o Drive, Madison, WI 53719. Citrus Heights, CA, 95610 �>tlt�It�Nil{ I Ikl !Il Symbols Numbering SystemGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 37" *Center plate on joint unless —^ /4 dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. 1 Y C'L _ C3 c4 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 3 Qat joint locations. O 3 O O �y = FX7 4. Unless otherwise noted, locate chord splices a- at 1A panel length (± 6' from adjacent joint.) O 5. Unless otherwise noted, moisture content of — ca C7 C6 BOTTOM CHORDS For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /9' from outside edge of truss and vertical web. J 1 J8 J7 J6 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is anon -structural consideration and is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. 4 4 The first dimension is the width to slots. Second 9. Lumber shall be of the species and size, and in all respects, equal to or better than the perpendicular dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathedor purlins provided at spacing shown on design. ICBG 3907, 4922 11. Bottom chords require lateral bracing at 10 LATERAL BRACING SBCCI 9667, 9432A ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location of required WISC/DILHR 960022-W, 970036-N 12. Anchorage and / or load transferring continuous lateral bracing. NER 561 connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at O 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. r engineer. MiTek'0 15. Care should be exercised in handling, erection and installation of trusses. Ii Engineering Reference Sheet: MIX -7473 © 1993 M!Tek@ Holdings, Inc, JobTruss DEFL Truss Type Qty Ply Oo Plates Increase 1.15 TCDL 10.0 >999 Lumber Increase R22791132 PIONEER_ PATIO_ ADD AGE GABLE 1 1 Code UBC/ANS195 LUMBER 0.31 10 n/a TOP CHORD 2 X 4 DF No.1 Job Reference (optional) o.�uu s aw a �uw rvu i eK uiuusmes, mc. "'—p i o uo: i 4 zuuu rage i -2-0-0 4-8-11 8-4-6 12-0-0 15-7-10 19-3-5 24-0-0 26-Q- 2-0-0 4-8-11 3-7-10 3-7-10 3-7-10 3-7-10 4-8-11 2-0-0 Scale = 1:46.1 4x4 = 6 2.00 F12 :7xb 6-6-8 5-5-8 5-5-8 6-6-8 Plate Offsets (X,Y): [2:0-3-11,0-0-1], [2:1-5-1,0-4-6], [10:1-5-1,0-4-6], [10:0-3-11,0-0-1], [12:0-1-11,0-0-12], [14:0-1-11,0-0-12], [15:0-2-0,0-0-12], [19:0-1-9,0-0-12], [22:0-4-0,0-0-12], (27:0-4-0,0-0-12], [30:0-1-9,0-0-12], [33:0-2-0,0-0-121 LOADING (psf) DEFL SPACING 2-0-0 TCLL 16.0 PLATES GRIP Plates Increase 1.15 TCDL 10.0 >999 Lumber Increase 1.15 BCLL 0.0 Vert(TL) Rep Stress Incr NO BCDL 10.0: Code UBC/ANS195 LUMBER 0.31 10 n/a TOP CHORD 2 X 4 DF No.1 &Btr (Matrix) BOT CHORD 2 X 4 DF No.1 &Btr WEBS 2 X 4 DF Std Weight: 118 lb OTHERS 2 X 4 DF Std REACTIONS ((b/size) 2=965/0-3-8, 10=965/0-3-8 CSI DEFL in (loc) I/defl L/d PLATES GRIP TC 0.73 Vert(LL) -0.2713-14 >999 240 MT20 220/195 BC 0.75 Vert(TL) -0.6213-14 >460 180 WB 0.66 Horz(TL) 0.31 10 n/a n/a (Matrix) Weight: 118 lb BRACING TOP CHORD Sheathed or 2-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz2=78(load case 5) Max Uplift2=-107(load case 5), 10=-107(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-4125/114, 3-4=-4065/128, 4-5=-3516/27, 5-6=-2416/12, 6-7=-2416/16, 7-8=-3516/0, 8-9=-4065/62, 9-10=-4125/48, 10-11=0/34 BOT CHORD 2-14=-142/3936, 13-14=-47/3002, 12-13=0/3002, 10-12=-3/3936 WEBS 4-14=-603/135, 5-14=0/561, 5-13=-740/122, 6-13=0/1488, 7-13=-740/121, 7-12=0/561, 8-12=-603/134 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 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 Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) Bearing at joints) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. I LOAD CASE(S) Standard 1t ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-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. 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 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/11711 Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 11,111, WilTH, I 1111SFT _- Ill I,, oQ�pFESS/pN� S. IX c 046-433 T September 15,2006 Tek 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Symbols Numbering I Safety PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3l" *Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. .securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS C3 other. cz 3. Place plates on each face of truss at each - -..... ° joint and embed fully. Avoid knots and wane Q Op LIJ at joint locations. 4. Unless otherwise noted, locate chord splices at 1A panel length (± 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of CS C7 BOTTOM CHORDS * For 4 x 2 orientation, locate lumber shall not exceed 197. at time of fabrication. plates 1 /8" from outside edge 11 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is anon -structural consideration and is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. A The first dimension is the width �¢ 9. Lumber shall be of the species and size, and in all respects, equal to or better than the perpendicular to slots. Second dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N 561 unless otherwise noted, 12. Anchorage and / or load transferring NER connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® MM 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. HIM engineer. RL �' 0 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet; MIX -7473 © 1993 M!Te @ Holdings, Inc. �";, MMRP' lE 4;. N k '% hili Industries, Inc. �Western rn Division :ATHING OTHERS) M 3x5 = CONT, BRG 11L 1 SPAN TO MATCH COMMON TRUSS VERTICALSTU®- TYPICAL 2x4 L =BRACE NAILED _',,TO 2X4 VERTICALS W/8d NAILS. SPACED AT 8" O.C. SFC;TInN A -A LOADING(psf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10,0 SPACING 2-0-0 Plates increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code ASCE 7-02 TOP CHORD 2 X 4 DFL/SPF/HF - NO,2 BOT CHORD 2 X 4 DFL/SPF/HF a STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD 3 /1 //2" �1 1 /2'' r NOTCH AT 24" O.C. (MIN,) TOP CHORD NOTCH DETAIL 24" MAxII -Typ - END,-'� � % z WALL GID CEILING MATERIAL D ETAIL A .w VERTICAL ;SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE! Mull • � I 24 INCH 1 1 �-W i NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 Fr 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. ..: , , ,; ; . , ', 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT STUD HEIGHT OF 8'-U'. TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERiAL-ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.G.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT W O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 ® WARNING - Verify design par¢metem and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE LM -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. Applicability of design paromeniers and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for laterat support of individual web members only. Addilional temporary bracing to Insure stability during construction is the responsibligly 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/1Pn Quality Criteria, DSB•89 and BCSII Building Component Safety Information available from Truss Plate institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback Lane ®gyp Suite 109 Clivus Heights, CA, 9561(Mi MiTekq VPRT. HEIGHT - . UP r i11 1► VERTICAL ;SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE! Mull • � I 24 INCH 1 1 �-W i NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 Fr 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. ..: , , ,; ; . , ', 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT STUD HEIGHT OF 8'-U'. TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERiAL-ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.G.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT W O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 ® WARNING - Verify design par¢metem and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE LM -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. Applicability of design paromeniers and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for laterat support of individual web members only. Addilional temporary bracing to Insure stability during construction is the responsibligly 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/1Pn Quality Criteria, DSB•89 and BCSII Building Component Safety Information available from Truss Plate institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback Lane ®gyp Suite 109 Clivus Heights, CA, 9561(Mi MiTekq 2-10d_ (TYP) SIMPSON A34 OR EQUIVALENT LEDGER 2X4 No. 2 OR BTR t0E 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 777--r "'1( 2X4 BLOCK STANDARD TRUSSES SPACED @ 24" O.C. ' U E NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4- 10d NAILS. 3 2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2- 10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACKARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET - i. MAXIMUM HEIGHT OF TRUSS = V -B", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG OR QUALIFIED BUILDING DESIGNER. ,2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. MOMMM WARMNO -Verify design parameters and READ NOTES ON TJBS AND INCLUDED mITEJSREFERENCE.PAOE =-7473 BEFORE USE, 7777 Greenback Lane �r�p Design vaild for use only with M?ek connectors. This design Is based only upon parameters shown, and is for on individual building component. Suite 109 Appllcabilit of desl n aramenters and proper incorporation of component is responsibility of building desl ner- not truss desf ner. Bracing shown Citrus Heights, CA, 9561 Y 9 P P P P P P Y g 9 y Ae for lateral support of ind(vidu t web members only. Additional temporary IbIlly o to insure stabilitygde ign r. or general g is the resregarding of the erector. Additional permanent bracing of the overall siruclure k the responslblilly of the building designer. For general guidance regarding fabrication, quaiily control, storage, delivery, erection and bracing, consult AN51/fPll tluatliy Criteria, D56.89 and 6C511 Building Component 9 Safely Information avallable from Truss Plate Institute, 583 D'Onofria Drive, Madison, WI 53719. MiTek i OR BTR SPACED @ V-0" SHALjjBE PROVIDED AT EACH END OF BRACI1. EXCEPTBRACE E . i : : STRONGBACK To IN ''HE CHORDS & CONNECTED TO 2X4 No. 2 OR BTR HOF ;11l 11O, STANDARD TRUSSES SPACED @ 24" O.C. ' U E NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4- 10d NAILS. 3 2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2- 10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACKARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET - i. MAXIMUM HEIGHT OF TRUSS = V -B", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG OR QUALIFIED BUILDING DESIGNER. ,2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. MOMMM WARMNO -Verify design parameters and READ NOTES ON TJBS AND INCLUDED mITEJSREFERENCE.PAOE =-7473 BEFORE USE, 7777 Greenback Lane �r�p Design vaild for use only with M?ek connectors. This design Is based only upon parameters shown, and is for on individual building component. Suite 109 Appllcabilit of desl n aramenters and proper incorporation of component is responsibility of building desl ner- not truss desf ner. Bracing shown Citrus Heights, CA, 9561 Y 9 P P P P P P Y g 9 y Ae for lateral support of ind(vidu t web members only. Additional temporary IbIlly o to insure stabilitygde ign r. or general g is the resregarding of the erector. Additional permanent bracing of the overall siruclure k the responslblilly of the building designer. For general guidance regarding fabrication, quaiily control, storage, delivery, erection and bracing, consult AN51/fPll tluatliy Criteria, D56.89 and 6C511 Building Component 9 Safely Information avallable from Truss Plate Institute, 583 D'Onofria Drive, Madison, WI 53719. MiTek a.rr j a� � � �-J a e f � _�/y < e�(,S �2 �/ 1`I'�iG_f�„L/ Y'✓+..!_ f Y� 9' w � � ` 5 � m--......--.�--.�...,.,,.�.�„_,.�.,_.a... .�,,...... — _ _.._.... __.._......�..1., � ,^.� .. .. �.m... 193 Pftc-,So, or � "I r d � f R d 1 > s I P� YVP' B ##UILDING J /j i �y � I��` i t a l t r M. - s 3 •;r `t t r^ � c ; �r c- 3 z �`�' "Y'r° ✓ � r, c ... r { � r r t.. � s � Z:- s �, b ' 3 k C �, t t u " �. 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