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HomeMy WebLinkAbout042-330-0082=33-8 Dr. Douglas J. Vargas ��//�� 3 Creek Circle, Chico %wOu % contr: Holiday Pools, Chico Permit #1535-78B,P,E(new private _swimming pool) 042-330-008" PEIU4IT#95-2608 'COOTS, Jack. 3 Creek Circle, Chico -Cont: A -Jack Roof irig jj.J I Reroof/SF 042-330-008 06-1501 FICKS, MATHEW 3 CREEK CIR, CHICO Cont: OWNER ADD -(GARAGE) -042=330=0025 MISCELLANEOUS Room Addn-First Stry ADDITION OF MASTER BEDROOM 4. 3 CREEK CIR FUCHS, MATTHEW ARENT, Ralph 1531B -- - - _ - 1296P-- E I Creek Circle off Sacramento Ave., icor CONTR: Butte Const. Co., Rt. 2, Box 577A, Chico' 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: 3 CREEK CIR Owner: Permit No: B08-1149 APN: 042-330-008 FUCHS, MATTHEW Issued Date: 08/29/2008 By TMP Permit type: MISCELLANEOUS 3 CREEK CIR Subtype: Room Addn-First Stry CHICO, CA 95973 Expiration Date: 08/29/2009 Description: ADDITION OF MASTER BEDROOP (530) 894-2812 Occupancy: Zoning: RI Contractor Applicant: Square Footage: SHEDS TO GO INC FUCHS, MATTHEW Building Garage Remdl/Addn 629 ENTLER AVENUE # 4 3 CREEK CIR 494 CHICO, CA 95928 CHICO, CA 95973 Other Porch/Patio Total (530) 864-3571 (530) 894-2812 494 FEE INFORMATION ' DBEH Building Review Fee $78.90 DBF Room Addition - First Stor $288.75 DBMSC Room Add -1st Story 250sf $433.13 DBSMIP Residential $3.21 ;- LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / SHEDS TO GO INC C871267 / /q / 1'Z 6-7 f2 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full f ce an effect. X� 08/29/2008 Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. IDI I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by UJ Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carriers//' C4 / -UP'IJpPolicy Number.19? .Date: d (This section need not be completed if the permit is for one hundred uollars ($100) or ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those X 08/29/2008 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lenders Address City State Zip Total Charged: $803.99 Fees Paid: Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a peril to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a peril subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑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 Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). E1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ 1 AM EXEMPT under Section B. 8 P.C. for this reason: Owner's Signature 08/29/2008 Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the prosy ownsr pr autho ed to act on the property owner's behalf. ��f )////h/ 08/29/2008 ❑ Owner contractor OR. ElAgent for Owner DAgent for Contractor FILE COPY Coo JUt�j y 2008 DEVE SCXS AVJtOKUVML ge INGD VISION -BUILDIING Ao Date: Parking: Landscaping:------- , Other: Signature: D �' lo' i5 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. �/Ill 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 _ p� Firs Mailing Address �cU City (`I Q� st ZiprI_�;5-7 PhonVwSq _ Z,(6 \2_ Fax E-mail W - p c> eAetr ARCHITECT/ENGINEER CONTRACTOR Name City � Address Zip, City Fax State Zip Phone Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name r✓1 ��� 5 Ur`1 Address �S �UN-,L— City � Star Zip, Phone _ 0 30-1 Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X 3 -LC PROJECT LOCATI AP# 3,M /j Q Property Address City - WORKER'S COMPENSATION Policy Number 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: Sq FT- Living Garage Open C ❑ Structure Built without Permit ❑ Proposed Change of Occupa (Note previous use): For office yse Zoning Flood ZTTy SRA Yes No Occ. pe Const. C)(.02- CACP l."LLSP 0 A01P ]BUT COTJTNTY u "A., i � 2608. D,LG"IETA'r .- ft AS PLd� ......... . . . . . . . i 1 1 1 c-, 10, 151 :50,,&,LC7: 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 **PERMIT APPLICATION DATA SHEET** Reference Number: B08-1149 Location: 3 CREEK CIR Parcel Number: 042-330-008 Owner Name: FUCHS, MATTHEW Description: ADDITION OF MASTER BEDROOM 494' Date: 6/18/2008 By: GLB Sub Type: Room Addn-First Str Phone: (530) 854-2812 The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS ❑ F-1 Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS E Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: E] Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application iss bj c to ublic inspection and will be posted on the County's website for electronic access. Signature of Applicant: Date: 6/18/2008 FILE SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 E] Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: E] Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application iss bj c to ublic inspection and will be posted on the County's website for electronic access. Signature of Applicant: Date: 6/18/2008 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 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: B08-1149 Location: 3 CREEK CIR Parcel Number: 042-330-008 Owner Name: FUCHS, MATTHEW Description: ADDITION OF MASTER BEDROOM 494' Date: 6/18/2008 By: GLB Sub Type: Room Addn-First Str Phone: (530) 854-2812 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Date: 6/18/2008 Title: FILE BUTTE COUNTY FEE SUMMARY Printed: 6/18/2008 7 County Center Drive 8:43 am Oroville, CA 95965 Permit Number: B08-1149 Job Address: 3 CREEK CIR Contractor: Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee DBMSC Room Add -1st Story 250sf 0021-540013-4614901-10101 $78.90 6/18/2008 $78.90 DBF Room Addition - First Stor 0010-440001-4210500-10101 $433.13 DBSMIP Residential 0010-440001-4210500-10101 $288.75 6/18/2008 $288.75 1001-0-280-1011298 $3.21 Printed By: Gwyn Benedict 803.99 $367.65 Balance Due: $436.34 At the time of per itfDDIi'lation, I was advised the above fees are required prior to issuance of the permit. These fe ch ge dur' g the plan checking process. Signature: Date: 6/18/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). 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: O 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 a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ "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: B08-1149 Location: 3 CREEK CIR Parcel Number: 042-330-008 Date: 6/18/2008 Owner Name: FUCHS, MATTHEW Phone: (530) 854-2812 Description: ADDITION OF MASTER BEDROOM 494' Signature of Applicant: Y' Date: 6/18/2008 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY O PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY aMENTnOR NO) 2. (HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: ADDITION OF MASTER BEDROOM 494' Reference Number: B08-1149 Applicant Name: FUCHS, MATTHEW Owner's Name: FUCHS, MATTH AP h Signature of Property Owner: Date: :042-3 -18 �O 27f4J��irb � . COUNTY Z`i 18 2008 DEVELOPMRNT SERVICES J L=4'-0" I o t vo Q i 19'-o" — 4'-0" 2 -8" 2'-8" -8" 5'-8" -8" — ® L=4'70" 40 0 40 0 L=2 -a" 7F17REPLACE,ALL ER MFG SPECS c J O O Q D > U O Z W W Q Z W J co W O Z O W U (N) MASTER BEDROOM I L-4'-0" VAULT FLAT (E) MASTER II. BEDROOM 6068 DOL DOOR FLOOR PLAN 12'-0" 3068 PKT _ (O O o 0 WALK-IN ®.-0" U) SHOWER (N) BATH CI] 3068 PKT (N) CLST. 494 SQ. FT. SCALE: !TABLE OF CONTENTS TOC Project Title.......... MATT & CRISTIE FUCHS Date..08/14/08 14:27:20 ------------ 'Project Address........ #3 CREEK CIRCLE *******--------- CHICO CA. *v7.20* :Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date p Berry Creek, CA 95916 530-589-4102 Field Check Date :Climate Zone........... 11 --------------------- Compliance Method ....... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. =I MICROPAS7 v7.20 File-FUCHS Wth-CTZ11S05 Program -TOC E User#-MP2246 User -Barry Rubanoff Run-FUCHS ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 5 HVAC SIZING ............... 9 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title. MATT & CRISTIE FUCHS Date..08/14/08 14:27:20 Project Address........ #3 CREEK CIRCLE ******* --------------------- CHICO CA. *v7.20* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File-FUCHS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-FUCHS - ------------------------------------------------------------------------------ = MICROPAS7 ENERGY USE SUMMARY = _---------------------------- = Energy Use Standard Proposed - Compliance = _ (kTDV/sf-yr) Design Design ---------- Margin = ---------- _ ------------------------ - Space Heating.......... ---------- 23.28 24.88 -1.60 = = Space Cooling.......... 33.08 30.76 2.32 = = Total 56.36 55.64 0.72 = _ *** Building complies with Computer Performance _ *** Water Heating not calculated GENERAL INFORMATION HERS Verification.......... Not Required Conditioned Floor Area..... 495 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Fuel Type ................. NaturalGas Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 0.18 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 4290 cf 0 sf 17.2 % of floor area 0.5 Btu/hr-sf-F 0.61 8.7 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Project Title.......... MATT & CRISTIE FUCHS Date..08/14/08 14:27:20 MICROPAS7 v7.20 File-FUCHS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-FUCHS ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type (sf) (cf) Units le ioned Type (ft) (sf) Housewrap -------------- ----- ------ ----- ----- ------------- ----- ------- ---------- ADD - New (Added) Residence 495 4290 0.18 0.7 Yes Setback 2.0 Standard No OPAQUE SURFACES --------------- U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments ------------ ----- ---- ----- ----- ----- --- ---- --- --------- -------------- ADD - New (Added) 1 Wall Wood 38 0.102 13 0 0 90 Yes IV.9 A3 2 Wall Wood 176 0.102 13 0 0 90 Yes IV.9 A3 3 Wall Wood 136 0.102 13 0 90 90 Yes IV.9 A3 4 Wall Wood 219 0.102 13 0 180 90 Yes IV.9 A3 5 Roof Wood 417 0.032 30 0 270 10 Yes IV.1 A7 6 Roof Wood 78 0.032 30 0 n/a 0 Yes IV.1 A7 7 Floor Wood 495 0.037 19 0 n/a 0 No IV.20 A4 FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments --=--------------- ----- ----- ----- --- ------------ ------------------------ ADD - New (Added) 1 Wind Left (N) 12.0 0.500 0.610 0 90 Standard Ll/Vinyl/Wood Operable 2 Door Left (N) 40.0 0.500 0.610 0 90 Standard L2/Vinyl/Wood Patio Door 3 Wind Back (E) 12.0 0.500 0.610 90 90 Standard B1/Vinyl/Wood Operable 4 Wind Back (E) 12.0 0.500 0.610 90 90 Standard B2/Vinyl/Wood Operable 5 Wind Right (S) 4.5 0.500 0.610 180 90 Standard R1/Vinyl/Wood Operable 6 Wind Right (S) 4.5 0.500 0.610 180 90 Standard R2/Vinyl/Wood Operable OVERHANGS ---Window--- ------------Overhang------------ Area Left Right Surface (sf) Width Height Depth Height Extension Extension ----------- ----- ----- ------ ----- ------ --------- --------- ADD - New (Added) 1 Window 12.0 4.0 3.0 7.5 0.25 n/a n/a 2 Door 40.0 6.0 6.67 2.5 0.25 n/a n/a - 5 Window 4.5 3.0 1.5 2.5 0.25 n/a n/a 6 Window 4.5 3.0 1.5 2.5 0.25 n/a n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 --------------------------- Project Title.......... MATT & CRISTIE FUCHS Date..08/14/08 14:27:20 MICROPAS7 v7.20 File-FUCHS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-FUCHS ------------------------------------------------------------------------------- HVAC SYSTEMS ------------ Verified Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow Draw Capacity ------------ ------- ----------- ----- ------------- -------- -------- -------- ADD - New (Added) Furnace 1.0 0.650 AFUE n/a n/a NoCooling 1.0 13.00 SEER No No HVAC SIZING n/a n/a n/a No No No Verified Maximum Cooling Capacity (Btu/hr) Sizing Total Sensible Design Outside -Design ...... Heating Cooling Cooling System Load Load Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) ADD - New (Added) Furnace 9260 n/a n/a NoCooling n/a 6361 7628 n/a n/a n/a No No No Verified Maximum Cooling Capacity (Btu/hr) Sizing Location............ CHICO EXP STA Winter Outside -Design ...... 22 F Winter Inside Design....... 70 F Summer Outside Design...... 100 F Summer Inside Design....... 75 F Summer Range ............... 37 F n/a n/a DUCT SYSTEMS ------------ Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts ------------- ----------- ------- ------- -------- --------- ADD - New (Added) Furnace None R-n/a n/a n/a n/a NoCooling None R-n/a n/a n/a n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building does not have a cooling system installed. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 --------------------------------------------------------- Project Title.......... MATT & CRISTIE FUCHS Date..08/14/08 14:27:20 MICROPAS7 v7.20 File-FUCHS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-FUCHS ------------------------------------------------------------------------------- REMARKS COMPLIANCE STATEMENT -------------------- This 'certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER Name.... MATT & CRISTIE FUCHS Company. OWNER/BUILDER Address. Phone... License. Signed.. ENFORCEMENT AGENCY Name... Title.. Agency. Phone... (date) Signed. (date) DOCUMENTATION AUTHOR Name.... BARRY RUBANOFF Company. Barry Rubanoff Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed.. �✓ zfU ' (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 5 Project Title.......... MATT & CRISTIE FUCHS Date..08/14/08 14:27:20 ------------ Project Address........ #3 CREEK CIRCLE *******--------- CHICO CA. *v7.20* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File-FUCHS Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-FUCHS - ----------------------------------------=------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES n/a *150(a): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling / v 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply -to exterior mass walls) *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor 15'0(e)..: Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox b. Outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual 150(g): Vapor barriers mandatory in Climate Zones 14,16 only 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.3%, water vapor permeance rate no greater than 2.0 perm/inch 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls -1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field -fabricated) have De- En- sign- force- er ment T� MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 6 ----------------------------------------- Project Title.......... MATT & CRISTIE FUCHS Date..08/14/08 14:27:20 MICROPAS7 v7.20 File-FUCHS Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-FUCHS label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES n/a 110-113: HVAC equipment, water heaters, showerheads and 'faucets certified by the Energy Commission 15.0(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA 150(1): Setback thermostat on all applicable heating and/or cooling systems 150(j): Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to De- En- sign- force er/, ment v V water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water )� pipes shall be insulated to Table 150B V 2. Cooling system piping (suction,' chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-3 and Equation 150-A 4. Steam hydronic heating systems or hot water systems >15 pp meet requirements of Table 123-A ff// 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind 6. .Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space 7. Solar water -heating systems/collectors are certified Solar Rating and Certification Corporation *150 1 (m): Ducts and Fans by the All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 7 ----------------------------------------------------------- Project Title.......... MATT & CRISTIE FUCHS Date..08/14/08 14:27:20 MICROPAS7 v7.20 File-FUCHS Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-FUCHS ------------------------------------------------------------------------------- UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal ,V, openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands _Z 4. Exhaust fan systems have back draft or automatic dampers S. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material 7. Flexible ducts cannot have porous inner cores 114: Pool and Spa Heating Systems and Equipment .1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118(1). Cool Roof material meets specified criteria RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 156-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic J/ and have an output frequency no less than 20 kHz MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 8 -------------------------------------- Project Title.......... MATT & CRISTIE FUCHS Date..08/14/08 14:27:20 MICROPAS7 v7.20 File-FUCHS Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-FUCHS ------------------------------------------------------------------------ ------ 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high `efficacy luminaires 150.(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically or have an always on option 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) HVAC SIZING ----------- 6361 HVAC Page 9 ---------------------------------------------------------- Project Title.......... MATT & CRISTIE FUCHS Date..08/14/08 14:27:20 Project Address........ #3 CREEK CIRCLE ******* --------------------- CHICO CA. *v7.20* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File-FUCHS Wth-CTZ11S05 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-FUCHS -------------------------------------------- GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 495 sf 4290 cf Front Facing CHICO EXP STA 39.7 degrees 22 F 70 F 100 F 75 F 37 F Yes Yes Yes 0.19 HEATING AND COOLING LOAD SUMMARY -------------------------------- Opaque Conduction and Solar...... Glazing Conduction and Solar..... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load....... ............. Latent Load ...................... Minimum Total Load Heating (Btu/hr) 5430 2040 1791 n/a 0 270 deg (W) Cooling (Btu/hr) 2003 3333 571 454 0 ----------- 9260 ----------- 6361 n/a 1267 ----------- 9260 ----------- 7628 Note: The loads shown are only one of the criteria affecting of HVAC equipment. Other relevant design factors such requirements, outside air, outdoor design temperatures, availability of equipment, oversizing safety margin, etc., considered. It is the HVAC designer's responsibility to factors when selecting the HVAC equipment. the selection as air flow coil sizing, must also be consider all i Crzei:F-lz- 31QcJ(-7- W Ar sh,�, JL OF OtJ R -S ,�-,,;9,�::=.-y-..=..•��• APPROVAL PLA. NING IVISION BIJILDI P ROIL. 1 rl-c) - — —� �I Date. Parking: Landscaping: --- Other: Signature: BUTT COUNTY J "i 1 G 2008 �— I)EVEL0NT SCES 13 ' 1 ai 1q• to 1�4 3 (2� 1c C l 2C O Cly )ted Nis JOB: Fuchs Add LOCATION: Butte CO. M i Te k TRUSS ENGINEERING POWER TO PERFORM. I MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax. -(530)534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING BUTTE Cuujr j y MILDft DI 81()h AP - R VLvO 6/?z / vs-, T/ 'Nw" This Image was created with f tic+►.t TIMBER PRODUCTS INSPECTION ��ti • 1 105 S.E. 124th AVE. o\Vancouver, Wa. 98684 Phone: (360)449-3840 ® Fax:(360)449-3953 Fuchs Addition Endeavor Homes 655 Cal Oak KJ. Qroville, Ca. 95965 (,5-,0) ,55+-0-500 W1 MiTek' POWER ra PERFORM.'" Re: Fuchs Add 00 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 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: R29134003 thru R29134007 My license renewal date for the state of California is March 31, 2009. OQ?,pFESS/pNq S. TjNC�co,LG� CO Q F W C *433 V v August 15,2008 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/TPI-2002 Chapter 2. Job Truss Truss Type my Pry 0 (loc) I/deft L/d TCLL 20.0 Plates Increase R29134003 �Jg FUCHS ADD A SCISSOR 6 1 360 Endeavor Homes, Oroville, Ca. 7.060 s Aug 6 2008 MiTek Industries, Inc. Fri Aug 1510:22:25 2008 Page 1 -280 I 5.8.2 I 10-0-0 i 14-314 1 2040 1 22-0-0 280 sat 4-314 4-314 5-8-2 280 Bab • 1:58.8 am sat 4-314 4-314 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.29 Veff(LL) -0.20 8-9 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.43 8-9 >551 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.22 6 n/a n/a BCDL 7.0 Code IBC2006/TPI2002 (Matrix) Wind(LL) 0.13 9-10 >999 240 LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr TOP CHORD BOT CHORD 2 X 4 DF N0.18B1r BOT CHORD WEBS 2 X 4 DF Std REACTIONS (Ib/size) 2=813/0-3-8.6=81310-3-8 Max Horz2=-54(LC 4) Max Uplift2=-210(LC 5), 6=-210(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-2580/305, 3-4=-2002/229, 4-5=-2002/235, 5-6=-2580/260, 6-7=0/41 BOT CHORD 2-10=-269/2415, 9-10=-272/2423, 8-9=-191/2423, 6-8=-191/2415 WEBS 3-10=0/150, 3-9=-598/117, 4-9=-64/976, 5-9=-598/125, 5-8=0/150 SB -2 PLATES GRIP MT20 220/195 Weight: 79 Ib Structural wood sheathing directly applied or 3-10-12 oc puffins. Riaid ceiling directly aoDlied or 10-0-0 oc bracina. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) 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 nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 Ib uplift at joint 2 and 210 Ib uplift at joint 6. 7) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSIlrP1 1. LOAD CASE(S) Standard pFESS/pNq! S. rtic Fy IX C O 433 T , *\ Ems! Al -09 • /* / 15,2008 A WARMWO - VCV-0 deslyn p-.*. and READ NO785 OA 113!8 mm mm mm NTTSK RBPSR&vw Pdr1B AUI.7473 BBPORB USB. ' Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component. 1051' Applicability of design paromenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction 6 the respomib00ty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ,va4r.,n,4. S:dW,- tion. quality control, storage. delivery, erection and bracingg, consult ANSVTPII Quality Csfterla, DSB-89 and 6CSIII Buliding Component 7777 Greenback Lane, Suite 109 Satey Inlor =. available from Truss Plate Institute, 583 D'Onofrta Drive, Madison, WI S37I9. Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION �- 3/4 " Center plate on joint unless x, y Failure to Follow Could Cause Property Ioffsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage Injury u or Personal In e Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X -bracing, is always required. See BCSI1. „ 2. Truss bracing must be designed by an engineer. For 01 ' ,16 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T. I, or Eliminator _ r i C 1-2 C273 bracing should be considered. WE 4 G, 3. Never exceed the design loading shown and never inadequately p stock materials on braced trusses. O 5�•� ; ��� ; O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate u �p = designer, erection supervisor. property owner and plates 0-149' from outside CL 3 u all other interested parties. edge of truss. 0s 0 5. Cut members to bear tightly against each other. » O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at pint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MITek 20/20 software or upon request. 8. Unless otherwise noted. moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative Treated, or green lumber. The first dimension is thelate P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT N UMBERS/LETTERS. 10. Camber is anon -structural consideration and is the perpendicular 4 x 4 width measured a responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR- 1311,) ESR- 1352, ER -5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 951 10, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint 17. Install and load vertical) unless indicated Ft t number where bearings occur. �� ® y otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards' project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.p and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. � M■Te k is not sufficient. BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet MII.7473 Job Truss Truss Type QtyPly, DEFL 0 0 (loc) I/deft Ud PLATES GRIP TCLL 20.0 829134004 FUCHS ADD Al SPECIAL 5 1 >999 Endeavor Homes, Oroville, Ca. 7.060 s Aug 6 2008 MiTek Industries, Inc. Fri Aug 1510:22:26 2008 Page 1 -28-0 l smn I 10-0-0 f 14-3.J4 I 20.0-0 I a4-0 280 5.0-0 580. 4-3-14 5-8-2 2-6-0 Sob • 1:59.0 488 0.3-8 580 4314 5.8-2 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.07 9-10 >999 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.15 9-10 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.74 Horz(TL) 0.05 7 n/a n/a BCDL 7.0 Code IBC2006/TPI2002 (Matrix) Wind(LL) 0.04 9-10 >999 240 Weight: 85 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Bir TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc puffins. BOT CHORD 2 X 4 DF No.1 &Btr *Except* BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. 4-12: 2 X 4 DF Std[installed iTek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 DF Std ; j during truss erection, in accordance with Stabilizer stallation aulde. REACTIONS (Ib/size) 12=1071/0-3-8,7=557/0-3-8 Max Horz 12=54(LC 3) Max Uplift12=367(LC 5), 7=-182(LC 4) Max Grav 12=1071(LC 1), 7=594(LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-527/910, 3-4=-962/1711, 4-5=-620/34, 5-6=-646/13, 6-7=1416/113, 7-8=0/41 BOT CHORD 2-13=-839/552,12-13=-228/154,11-12=-1106/382, 4-11=930/348, 10-11=-1496/925, 9-10=-35/1309,7-9=-33/1306 WEBS 4-10=-592/1826, 5-10=-141/243, 6-10=-732/149, 6.9=0/167, 3-13=-262/428, 3-11=-786/444, 11-13=-715/463 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. fl; Exp B; enclosed; MWFRS (low-rise) 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 live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 367 Ib uplift at joint 12 and 182 Ib uplift at joint 7. 7) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ® WdRIB;lr10 - V.10 dMiSs s p..mder and READ A10"M ON TWS "M PlICLUDBD MFMX JIMPERMCS PAGS 1971.7473 BBPORB Ua& Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and is for on Individual building component. IMF Applk:abiilty of design paromenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction's the responsibilfinof the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding w0--KRrpRY• fabrication, quality control, storage, delivery, erection and bracing, consult ANSVtPil Qualify Cdfeda, DSB•89 and BCSII BuOding Component 7777 Greenback Lane, Suite 109 Safely Inferma8on available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION �3 /q Center plate on joint unless x, y -r" Failure to Follow Could Cause Property i l�- offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss l . Additional stability bracing for truss system, e.g. LJ� and fully embed teeth. diagonal or X-bracing, is always required. See BCSI1. „ 2. Truss bracing must be designed by on engineer. For 01 ' �16 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS cr-2 csa may require bracing, or alternative T. I, or Eliminator bracing should be considered. q WEBS Cn, 3. Never exceed the design loading shown and never inadequately 0 stack materials on braced trusses. W O � ; ��� ; O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U �p = designer, erection supervisor, property owner and plates 0-'Ae from outside a u U all other interested parties. edge of truss. 5. Cut members to bear tightly against each other, 74 c6-7 cs-e O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available in MTTek 20/20 software or upon request. 8. Unless otherwise noted. moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon-structural consideration and is the p rp 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead toad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings <��no (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint �� number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable ffd environmental. health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. � M■Te k is not sufficient. BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORttL' ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet MII-7473 Job Truss Truss Type Qty TCLL 20.0 Plates Increase 1.25 TCDL 7.0 6-8 �Ply 100 829134005 FUCHS ADD A2 COMMON 3 1 240 Endeavor Homes, Vroville, (:a. 2ao 5.4.14 4.7.2 4-7-2 /Abu s Aug b ZUUa ml IOK Inouslnes, Inc. rn Aug to Iu:ZZ:Zo Luuo rage 1 5+14 leo 8.1. • 1:39.4 i 58A $14 1584 I 20 5 -Be 0-1-12 69.0 7-5.12 LOADING (psf) DEFL SPACING 2-M TCLL 20.0 L/d Plates Increase 1.25 TCDL 7.0 6-8 Lumber Increase 1.25 BCLL 0.0 Vert(TL) Rep Stress Incr YES BCDL 7.0 240 Code IBC2006/TPI2002 LUMBER 0.01 6 TOP CHORD 2 X 4 DF No.18Btr n/a BOT CHORD 2 X 4 DF No.16Btr Wind(LL) WEBS 2 X 4 DF Std 8-9 >999 REACTIONS (Ib/size) 9=1147/0-3-8,6=481/0-3-8 Max Horz9=-54(LC 4) Max Uplift9=-41 O(LC 5), 6=-174(LC 4) Max Grav9=1147(LC 1), 6=556(LC 10) CSI DEFL in (loc) I/dell L/d TC 0.33 Vert(LL) -0.05 6-8 ,>999 360 BC 0.21 Vert(TL) -0.11 6-8 >999 240 WB 0.65 Horz(TL) 0.01 6 n/a n/a (Matrix) Wind(LL) -0.01 8-9 >999 240 BRACING PLATES GRIP MT20 220/195 Weight: 81 Ib TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-570/1022, 3-4=-547/1084, 4-5=-457/102, 5-6=-707/103, 6-7=0/42 BOT CHORD 2-9=-923/596, 8-9=-198/226, 6-8=-23/624 WEBS 3-9=287/133, 4-9=-1243/453, 4-8=-6/388, 5-8=-298/122 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES -- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 Ib uplift at joint 9 and 174 Ib uplift at joint 6. 6) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard A WARNING- VQfldi d READ NOTES ON THIS AND INCMtM= ATPTRKR8PSRSNCS PAOB ADI -7473 BBPORB OSB ° Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and Is for on 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 B the responslbinty, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ro.�w.v Rwro°r- fabrication, quality control storoge, delivery, erection and bracingg,� consult ANSVTPII OuaUly Cdteda, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 583 D'OnofrW Drive. Madison, W1 53719. Citrus Hei hts CA 95610 V I Symbols Numbering System General Safety -Notes PLATE LOCATION AND ORIENTATION " Failure to Follow Could Cause Property 3 Center plate on joint unless x, y -►i Personal 14-/4 offsets are indicated. Dimensions are in ft-in-sixteenths. b-4$ dimensions shown in ft-in-s'Ixteenihs (Drawings not to scale) In u Damage or g Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See BCS11. 1 „ 2. Truss bracing must be designed by an engineer. For �' '16 1 2 3 wide truss spacing, individual lateral braces themselves —� TOPCHORDS C I-Z CY•3 may require bracing, or alternative T. I, or Eliminator bracing should be considered. WEBS Never exceed the design loading shown and never inadequately stack materials on braced trusses. 57� O � ; ��� ;O4. NCS-643. Provide copies of this truss design to the building For 4 x 2 orientation, locate U= designer, erection supervisor, property owner and plates 0-'ns' from outside aU all other interested parties. edge of truss. a 5. Cut members to bear tightly against each other. �� O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at pint required direction of slots in locations ore regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available in MITek 20/20 Software O< upon request. _ B. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated. or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice � to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-131 l; ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96'31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek8 All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or heated lumber may pose unacceptable ffd- : - environmental, health or performance risks. Consult with _ - project project engineer before use. Industry Standards: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. � M■Te k is not sufficient. BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER To PERFORft- ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 Job Truss Truss Type Qty Ply 0 0 (loc) I/deb Lid TCLL 20.0 Plates Increase R29134006 FUCHS_ADD A3 COMMON 1 Z Job Reference (ootlonall Endeavor Homes, Oroville, Ca. 7.060 s Aug 6 2008 MTek Industries, Inc. Fri Aug 15 10:22:27 2008 Page 1 260 I S7 -t4 I 10-00 144-2 I 20-0-0 I "41.0 I 2-0-0 5-7-14 4-0-2 4-0.2 5-744 24-0 Suns • 1:39.4 MR 3.7.0 I 54-8 S -AA 10-0-0 144-2 I 2r1-0-0 3.7-0 2-1d 0.1.12 4-1-12 4-4-2 5-7-14 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deb Lid TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.07 6-8 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.16 6-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.01 6 n/a n/a BCDL 7.0 Code IBC2006/TPI2002 (Matrix) Wind(LL) 0.05 6-8 >999 240 LUMBER TOP CHORD 2 X 4 DF No.18Btr BOT CHORD 2 X 6 DF No.18Btr WEBS 2 X 4 DF Std *Except* 3-9,59: 2 X 4 DF No.I &Btr REACTIONS (Ib/size) 10=6837/0-3-10 (input: 0-3-8), 6=2793/0-3-8 Max Horz 10=56(LC 4) Max Uplift10=1589(LC 5), 6=-653(LC 4) Max Grav I O=6837(LC 1), 6=2870(LC 10) PLATES GRIP MT20 220/195 Weight: 203 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 640-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-939/2882, 34=-1375/286, 4-5=-1402/279, 5-6=-4959/955, 6-7=0/45 BOT CHORD 2-11=2690/952, 10-11=-4043/1255, 9-10=-4732/1369, 8-9=-833/4680, 6-8=-833/4680 WEBS 3-11=-387/1732, 3-10=-5103/1246, 3-9=1460/6277, 4-9=138/758, 59=-3690!752, 5-8=-415/2267 NOTES 1) 2 -ply truss to be connected together with IOd (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwISe indicated. 3) Unbalanced roof live loads have been considered for this design. ' 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) WARNING: Required bearing size at joint(s) 10 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1589 Ib uplift at joint 10 and 653 Ib uplift at joint 6. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Girder carries tie-in span(s): 26-0-0 from 0-0-0 to 20-" LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=54, 4-7=-54, 2-6=417(F=403) OQ,?,pFESS/pN� S.CD r�N��Fti CO F c UJ C 04`33 m ©kyr q ust 15,2008 ® WARMM - Vee f f� design parannete m and READ NOTES ONTWS AND HXLtM= J9=KR8PBRBNC8 PAOB AM 7473 BIWORB U8G Nef Design valid for use only with Mnek connectors. This design b based only upon parameters shown, and is for on Individual building component. Applicability of design paromenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the 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 brocif consult ANSVTPII Quality CrIlelks, OSS -89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safely Information available Irom Truss Plate Institute, 583 D'Onofrb Drive, Madison. WI 53719. Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 13/; Center plate on joint unless x, y /4 Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage Injury u or Personal In e Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X -bracing, is always required. See BCSI1. 0T „ "/16 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves i TOP CHORDS C 1-2 c 27 may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never inadequately stack materials on braced trusses. 9 S0 O ;XZ N,_ O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U = designer, erection supervisor, property owner and plates 0 -'Al' from outside o- U all other interested parties. edge of truss. 0CL 5. Cut members to bear tightly against each other. 7-8 c6-7 CS -6 O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at pint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 Software or upon request. 8. Unless otherwise noted. moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice a to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and sae, and in all respects. equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design, if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 h. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. �� 18. Use of green or treated lumber may pose unacceptable env'ronmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sufficient. BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PowER TO PER r5WF4" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MtTek Englneering Reference Sheet: MII-7473 Job Truss Truss Type Qty Pty 0 R29134007 �Jg FUCHS_ADD AGE GABLE 1 1 Endeavor Homes, Oroville, Ca. 280 10-0.0 0x4 = 04 SB 4x4 C 7.060 s Aug 6 2008 MiTak Industries, Inc. Fn Aug 15 10:22:28 2008 Page 1 10-00 280 Bele • 1:30.4 2080 Plate Offsets (X,Y): f9:0-2-O,Eddel LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.05 17 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.08 17 n/r 120 BCLL 0.0 Rep Stress Ina NO WE 0.02 Horz(TL) 0.00 . 16 n/a n/a BCDL 7.0 Code IBC2006/TPI2002 (Matrix) Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 OF NoA&Blr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 OF Std installed during truss erection, in accordance with Stabilizer a e REACTIONS (Ib/size) 2=295/20-0-0, 25=92/20-0-0, 23=92/20-0-0, 30=45/20-0-0, 29=119/20-0-0, 28=83/20-0-0, 27=93/20-0-0, 26=87/20-0-0, 22=87/20-0-0, 21=93/20-0-0, 20=83/20-0-0, 19=119/20-0-0, 16=295/20-0-0, 18=45/20-0-0 Max Horz2=-54(LC 4) Max Uplift2=-154(LC 5), 29=-62(LC 3), 28=14(1_C 3), 27=-26(LC 5), 26=23(LC 3), 22=-23(LC 4), 21=26(LC 6), 20=-14(LC 4), 19=-62(LC 4), 16=-163(LC 6) Max Grav2=295(LC 1), 25=92(LC 1), 23=92(LC 1), 30=95(LC 2), 29=119(LC 9), 28=83(LC 1), 27=93(LC 1), 26=88(LC 9), 22=88(LC 10), 21=93(LC 1), 20=83(LC 1), 19=119(LC 10), 16=295(LC 1), 18=95(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-39/34,3-4=-14/44.4-5=-16/54, 5-6=-15/64,6-7=-16f74, 7-8=15/84, 8-9=-31/32, 9-10=-31/31, 10-11=15/79, 11-12=-16/65, 12-13=-15/50, 13-14=16/37, 14-15=-14/19, 15-16=-39/11, 18-17=0/41 BOT CHORD 2-30=0/51, 29-30=0/51, 28-29=0/51, 27-28=0/51, 26-27=0/51, 25-26=0/51, 24-25=0151,23-24=0/51, 22-23=0/51, 21-22=0/51, 20-21=0/51,19-20=0/51,18-19=0/51,16-18=0/51 WEBS 8-25=73/12, 10-23=73/4, 3-30=68/22, 4-29=-78/47, 5-28=-71/32, 6-27=73/35, 7-26=-71/34, 11-22=71/34, 12-21=-73/36, 13-20=-71/32, 14-19=-78/47, 15-18=68/22, 8-10=0/54 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOLo1.33 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) All plates are 1.5x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 Ib uplift at joint 2, 62 Ib uplift at joint 29, 14 Ib uplift at joint 28, 26 Ib uplift at joint 27, 23 Ib uplift at joint 26, 23 Ib uplift at joint 22, 26 Ib uplift at joint 21, 14 Ib uplift at joint 20, 62 Ib uplift at joint 19 and 163 Ib uplift at joint 16. 10) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/ lol 1. LOAD CASE(S) Standard ® WARKNO • vel desrya p -..*. .tad READ A01M ON TWS AAW LF11CLIMIM m7RK RBPBRBNCB PAOR AU/ -7473 BBFORB ML& Design vo0d for use only with MiTek connectors. This design Is based only upon parameters shown. and Is for on individual building component. 105F Applk:abinty, 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 stabi0fy during construction B the responslblGty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding -.0 R..1a°r• fabrk:atbn, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria, DS6-89 and SCSII BuOding Component Safety Information available from Truss Plate Institute, 583 D'Onofno Drtve. Madison, WI 53719. 7777 Greenback Lane, Suite 109 COrus H .his CA 95610 Symbols I I Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4_. 3/" Center plate on joint unless x, y 4 offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X -bracing, is always required. See BCSI1. of 2. Truss bracing must be designed by an engineer. For 0.1/. 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never inadequately braced trusses. stack materials on Ou �•;O 7WXEBS N,4 4. Provide copies of this truss design to the bulding For 4 x 2 orientation, locate U = designer, erection supervisor, property owner and plates 0- 144' from Outside CL U all other interested parties. edge of truss. n�— 5. Cut members to bear tightly against each other. 7-a c6-7 cs-6 O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes busses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 software or upon request. B. Unless otherwise noted. moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice B to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects. equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43, 96=31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use or green or heated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. p and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sufficient. BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER To PERFORML, ANSI/TPI 1 Quality Criterio. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 STANDARD GABLE END DETAIL MII/SAC - 20D 11/18/2004 PAGE 1 :OF2] 311 T CONT *DIAGONAL OR L -BRACING REFER TO TABLE BELOW SEE PAGE 2/2 FOR —ALTERNATE BRACING DETAIL 1X4 OR 2X3 (TYP) OR 2X3 ONE FACE AND 3 TOE-NAILED7/16X1-3/4 SENCO STAPLES OR EQUIV. VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED iz"� 7 \ TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. VARIES TO COM 12 TRUSS LOADINQpsf) .... SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL. : 14.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code ASCE 7-02 TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD 3x5 = MITek Industries, Inc. Western Division SHEATHING (BY OTHERS) 24" MAX 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW 3 1/2" ',__1 1/2" NOTCH AT 24" O.C. (MIN.) TOP CHORD NOTCH DETAIL 24" O.C. END 0 � WALL IGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT: HEIGHT # OF NAILS AT END U P TO 7'. - 2 6d OVER 8'-611 4 - 1 MAXIMUM VERTICAL STUD HEIGHTq` kCING OF VERTICALS WITHOUT BRACE I WITH LATERAL BRACE WITH LWnv 0046433 12 INCH O.C. A-1 n-(1 11 -R-n R-1 OCP• 3-31-09 24 INCH O.C. F NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP, B, HEIGHT 30 FT JUL 21 1008 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'-6". 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.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 6" 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 ® 1VARAMa • Vertfy design parameters and READ NOTES ON TMS AND DVCLDDED MITER REFERENCE pAGE tal•7473 BrkFORE DTs-. 7777 Greenback Lane 0® Design void for use only with Mitek connectors. This design Is based only upon parameters Shown, and Is fa an Individual building component. Sulle 109 Applicabllly of design paramenters and proper Incorporation of component Is responslblilly of building designer- not truss designer. Bracing shown Citrus Heights, CA. 9561 Is for lateral support of IndMdual web members only. Addillanal temporary bracing to Insure stability during construction Is the responslbtmly 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-B9 and BCSII Building Component Q Safety Information available from Truss Plate Institute, 583 D'Onof io Drive. Madison, WI 53719. M iTek STANDARD GABLE END DETAIL Mil/SAC - 20D 9/17/2004 PAGE 2 OF 2 4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2- 10d (TYP) LV r I ! I r SIMPSON A34 OR EQUIVALENT :� ! +_ 45- 2X4 S SHALI LEDGER 2X4 No. 2 OR BTR GABLE EN 6'-3" MAX TO BEARING WALL STRONGBACK INTO 2X4 No. 2 OR BTR CHOI MAX. 2X4 BLOCK JD OR BTR SPACED @ 5'-0" O.C. 3E PROVIDED AT EACH END OF EXCEPT FOR BRACE EXTENDED -IE CHORDS & CONW. CTED TO S W/ 4- 10d NAILS. :NGTH = T-0" f STANDARD TRUSSES SPACED @ 24" O.C. ALTERNATE BRACING DETAIL NOTES JUL 21 2008 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 1 O 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 STRONGBACK ARE 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: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG. OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-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. Ak [YARNING - Verify dealgn parameters and READ NOTES ON THIS AND rNCLUDED MITEK REFERENCE PAGE. 74Q-7473 BEFORB USE. Design void for use only with MBek connectors. This design Is based only upon parameters shown. and is for an Individual building component. Applicability of design poramenlers 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 responsiblllify of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality confrot, storage, delivery, erection and bracing, consul] ANSI/TPiI Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 5113 D'Onoldo Drive, Madison, WI 53719. 7777 Greenback Lane Sidle 109ul Citrus Heights, CA, 9661.+. ! I MiTek� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT - 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061501 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/03/2006 APN: 042-330-008-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 3 CREEK CIR CHI Date: Contractor: Map Index: Description: garage addition 720 sq.ft. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: FUCHS MATTHEW W to its issuance, also requires the applicant for such permit to file a 3 CREEK CIR signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section CHIC, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95973-9604 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the appli n to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: FUCHS MATTHEW W pp owner of property who builds or improves thereon, and who does 3 CREEK CIR such work himself or herself or through his or her own employees, CHICO, CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95973-9604 year of completion, the owner -builder will have the burden of 530) 894-2812 proving that he or she did not build or improve for the purpose of sale.). mfuchs@people.com ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am E empt under Article 3 of e B ess and Professions Code Date: 4 /)t Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 720 S. F. Policy #: Valuation: $17,280.00 I 1 certify that in the performance of the work for which this permit is Census Code: / issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, ,,1"� 2(q q Co and agree that if I should become subject to the workers' f``�1 compensation provisions of Section 3700 of the Labor Code, I shall forthwith ccoo�m I with those provisions. �'� Date: 9 J Applicant: WARNING: Failur secure workers' compensation coverage is fir' unlawful, and shall subject an employer to criminal penalties and one �t ���(�� hundred thousand dollars ($100,000), in addition to the cost of 1 w compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions todo work indi ,ated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) G� t� /� (� By: Date: O - ) -1 ) Name: PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the dyly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any f9cial form or document of Butte County. I hereby authorize representatives Butte County to enter up a ove mentioned property for inspection purposes. �� Print Name: Signature: Date: owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 A '_ < �-� K., q6 . BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVfLLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds *PLEASE PRINT CLEARLY* OWNER INFORMATION Last N e first e Address Yc City r\ �� W4k Stag Zipi�C Phone Qom, � �Z \ Z Fax 5 � E-mail P C-AjNT SIGNATURE X For office use only: CONTRACTOR Name Flood Zone Address CityC11— City Sta State Zip Phone Fax Fax E-mail Planner Lic. # Class P C-AjNT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name Flood Zone Address CityC11— City Sta State Zip Phone Fax Fax E-mail Planner State License Number P C-AjNT SIGNATURE X For office use only: APPLICANT INFORMATION Name Flood Zone Address ^ �� CityC11— � Sta Tip �7 SS 7Z Phone TS S 4 Z_&, t Z Fax E-mail Lot # P C-AjNT SIGNATURE X For office use only: Zoning -fid Flood Zone Cross Street SRA I Yes o Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT 6 -'<so, P PROJECT LOCATION AP# elw�2_ Propel Add r� � /D Cit Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq FT- Livin 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 applicatdon. 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. I I Received bS Amount:: v T Bldg I I SRA Receipt M 5• `C- Sheriff SMIP Other [Date- q, G Total Page 1 of 3 REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS, The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. , Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ -2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. , ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate . ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees -for work plan checked acid other department costs are not refundable. - OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 3 REV 8-12-05 11 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION /^ I 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 U PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER _� D Proposed Building Use: l %` Permit Technician: Date: Items required in order to apply fo perms Alffireis'TAUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8.* Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other em 'nIng items needed to issue the permit (May require additional plan review upon receV of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in 6<hico ❑ Oroville, as applicable 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ d,9. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: ........... Planning approval for (A) Use: OIL (B) Parking: (C) Parcel Check: ...✓....... 7 t a 4 ❑ A. -Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by. ...................... �. 26. NPDES Form............................................................................................. i 27. Encroachment Permit for driveway from the Public Works Dept ........................... ,r 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... J& 30. Owner -Builder Verification ( -Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction........................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO........ ❑ 36. Other. ❑ 37. Other. When issued Telephone 9� ani D 'C�l�'�` and hold for pickup. I have been informed of the a4ove items and requirements for obtaining a building permit. Applicant Date: % (� 1. Index permit application f t�ised m Rlan Check Le 2. Additional items r Contractor, desig r, owne wabo data by phone, ❑ mail, ❑ counter, b Date: Contractor, designer, er, was advised of the above data by phone, ❑mail, ❑counter, by Date: Contractor, designer, owner, was advised of the ab o a d by ❑ phone, ❑ mail, ❑ counter, b r Date: Plans reviewed by: _ �� Date: 2 Plans approved by: Date: -7 >ik Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division : � • Plot Plan Attached " Floor Plan AttachedC— Sent to 8D/DS / TO: Building Division -Development Services -7 5- O 6 FROM: Environmental Health SUBJECT: Sanitation Clearance -&:ZoAr� 3 0,?65(/ 64a - 330 -6eP Owner Location AP# Plan Approved for: Sewage Disposal: _sG Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: - -z Z��z / Environmental Health pecialist Date Building Clearance 9/2005 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner fuchs, mathew APN No: 042-330-008 Permit Type: Subtype: App Date: 6/22/2006 Permit No: BP 06-1501 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 3 SRA' Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application $549.90 $219.96 $329.94 Balance of Building Permit Fee 0 0 _ $204.98 $219.96 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $219.96 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $331.67 RECEIPT DATE Tech/Asst 455910 6/22/06 Tammie At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Governmen o e Section 66020, you are hereby notified those Items followed by an " " may have been imposed on your project. You have 90 days from the date of approvaVof the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 M e. APPROVED s0a,�c—. Environmental Health JUL 9 7•'2006 Chico, California L 0 a L N. 1 1 � IM -t� M I co C M Environmental Health JUL 17 2006 Chico, California 00 W 0 O z z W W (nN 3 L WW= =�Z o 0 W O W J m W Z Z 40� > C7HO N O 0 o In X I O D 7 CO W W CO 17) J m m F W 0 L0 W W m U' Z z Z K W W J a O 2 U Q kp Q Q l�O N 17 1*8 ti_, J-1 d8 j IXT °&Department ®f Public Works ON 9C o u n t y o f B u t t e 0 0 7 County Center Drive 0 Oroville, CA 95965 J. Michael Crump, Director (530)538-7681 (FAX) 538-7171 p 5 �Uc woR� . Shawn H. O'Brien, Assistant Director Assessors Parcel Number: �Z — 33,� -40 Building permit # Owners Name: �%2�he� F✓ e, n f - Owners Mailing Address: Property Address: 7 ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: [� Not a County maintained road Existing driveway conforms to County S-31 standard Other Approved by Printed Name Title Date CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. pA-W ElNT ;�°VTTF°�� Department of Public Works II'� �''_ ' a V C o u n to f B u t t e C O .O 1 1I I y J. Michael Crump, LAND DEVELOPMENT DIVISION o o Storm Water Management Program Director 7 County Center Drive C UN Oroville, CA 95965 AVQUC WOP,�S (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that, this project WILL NOT DISTURB I acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: List than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program 0(a/ -/. so / OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ )4 NO [ ]. 2. I HAVE [ k` ] HAVE NOT [ ] signed an application for a building permit for the proposed work. _ 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE -TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: M NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. . This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION `BUILDING `GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a pen -nit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o if you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Butte CouiiyDepartmentol"Developl7iel2tSe1vices °�`'TrF° 7 County Center Drive 0�:y ` ° Oroville, CA 95965 (530) 538-7601 Telephone °�, y° (530) 538-7785 Facsimile oUN, BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: o I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I ant required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. ' Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: APN: nJ12 c�50 U Building site address: 3 (� -�C., Permit No.: & �U I have read, understood and acept the terms and conditions as expressed herein as indicated by my submission of the SIGNATURE OF APP building permit application and my signature below: hv� DATE -c3065, C✓0Ts/ 3 C2P4� 'Stk. 1 - i COUNTY OF BUTTE- DEPARTMENT OF DEV PMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Ca'lifor 95965 - Telephone (916) 538-754 /,, P NO. -APPLICATION UPERMIT �� °��0 ASSESSOR PARCEL NUMBER 041-330!7� ZONING Q1 BUILDING PERMIT OWNER JACK MOTS TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS R'14C"Troo CONTRACTOR'S NAME RMFTNCI TELEPHONE 896-1217 CONTRACTORS MAILING ADDRESS 1780 MODOC DRS r+HICO r . Fireplace CONSTRUCTION LENDER UNW40WN Total Valuation Is Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 54.00 ARCHITECT OR ENGINEER LICENSE NO. I Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3 CREEK CIRCT; , CHICO PERMITFEE $ 7 PLUMBING PERMIT Filing Fee 20.000 I Each Trap 7.00 LOT No. SUBDIVISIONS NAME PARCEL MAP f Solar or heat pump water heater 23.00 Water piping 15.00 { USE OF STRUCTURE SF I Duplex ❑ Mobilehome ❑ Other SPECIFY I Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK iMobile New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other In REROOF — COMP t Describe Work: I Home I S I GI W @20.00 PERMITFEE _ Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service ( Zoon OR LEss ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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. ! �// J OWNER -BUILDER DECLARATION a 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 NEW CONST. DWELLING OCCUR.SO. OR NS. ( a ACC. ) 3.5Q FT. T NEW CCONST. MULTI -OUTLET BRANCH CIRCUITS NON-RESID. ( ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES ) �0 @ 1.00 FIXED APPLNS. OR Ex. Occup. (OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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. 0 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 numb are: Carrier Jr % (% v /G/ C • A,. MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the perform .rce of the work for which this permit is issued, I shall not employ any person,ln any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' campensatioii provisions of section 3700 of the Labor Code, I shall forth wittycomply,.`wit9 those provisions. r' �/' ,r �- X _ Date _ �!/ �� Signature of Applicant - ❑ Owner C ontracto_r ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee 7T$ — Energy Inspection Fee Is Occ CONST. TYPE I TOTAL FEE $ 74.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By , .,+r'X'r' Date 7� PERMITEX IRESON / /Z// qL / (Date) Receipt No. /O S e FU WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 4 i . COUNTY OF BUTTE -DEPARTMENT OF -BUILDING DIVISION ee', 7 .County Center Drive - Oroville, lifolItiia 95965 - Telephone (916) 538-7541 PERMIT o. APPLICA IQNAND PERMIT ASSESSOR PARCEL NUMBER 042-330-008 ZONING BUILDIN ERMIT OWNER JACK COOTS TELEPHONE SO, FT, OCC. BUILDING VALUATION 40 COMP 2400 OWNERS MAILING ADDRESS *1 CREEK CTRICTE, ISHIC0 99996 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS 1780 DR, 12 95928 Fireplace -HI -C-0 CONSTRUCTION LENDER UNMOWN Total Valuation $ Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 54.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 3 CREEP CIRCA CHICO PERMITFEE $ 74.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF )0 Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other I% Describe Work: REROOF — COMP Mobile Home S I G I W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filing Fee 20:00 Main Service 0 OV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 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. �G%`�1 OWNER -BUILDER DECLARATION 1 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 NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BIDS. ) s0. 3.52 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATTLET sUS ) & SINGLE OUR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 sAL .50 Ex. Occup. OUTLETS (RES o.OR ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation are: insylrance carrier a0d policy numb Carrier st"= �il��fair 407 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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 perform ce of the work for which this permit is issued, I shall not employ any Pers any manner so as to become subject to workers' compensate n laws lifornia, and agree that if I should become subject to the workers' mpen I provisions of section 3700 of the Labor Code, I shall forthw' ompl i those provisions. ji X _ Date Signatur of pp cant - ❑Owner Contr_actor ❑ Agent An OSVA permit is required for excavations over 60" deep and demolition or construction of structures 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 74.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have al BY "'/ PERMITE IRESON / / applicable provisions Resolutions to do work been paid. Date (D t,) /ovveer Receipt No. /O sff8 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT iii POM' IT NO. PERMIT EXPIRES 9A 749 0 . WNER Dr. Douglas J. Vargas 'CONTR. Holiday jpnpis; Chico LOCATION (A.P. 42-33-8 3 Creek Cir., Chico Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E j B FONALED (D alylJ - (Signature) COUNTY OF .BUTTE — DEPARTMENT OF PUBLIC WORKS- t, BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) Permanent PLUMBING Setback Firewall Soil Piping Elec. Service Forms i% Parapets 1st Floor Gas Piping Main Bldg. Restroom Finish 2nd Floor Water Piping Footings Windows 3rd Floor StemwalI Siding To out Slab Roof Sheathing Water PI in —2 Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwal I Insulation Heaters Slab Carport p Footings Prov. for physically handicapped Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final 7-7 Sanitation Patio FIREPLACE Final 20, Footings Footino ELECTRICAL Masonry Walls Throat Rough Relnf. Steel s, — Final Fixtures —' and Beam — IRE SPRINKLERS Motors -� Framing Test Water Htr. �1 Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underaround -- interior Lain 4 entilation Permanent Door Closer 4 1 Final Final e," MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS ,2 /Y (NOTE: An entry must be made on this form each time you visit the job site.) i• COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS _ 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT "000 1f/ aUIIIUIILC ICIJICSCnLd1IVe5 U1 rile t,ounry of tlutte to enter upon ine above-mentioned property for inspection purposes. Date Iv— Sign of Permitee or Agent Receipt No. �� �I White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS 1�1, permit expires Date 7 BUILDING OwnerL&qA SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor O1GLS Mailing Address Fireplace Total Valuation 6116 C 952,26-�� I h y�8 ii;`«�YY Op�",f Permit Fee Building Address x 2VY a&li�c- Plan Checking Fee &/or Penalty Permit Fee y Ot PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. o. J 3 > F s Sanit ' Fire Dept. Fire Zone Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 0' R/W Improvements Each additional outlet .30 Building sewer 5.00 I d Parcel A royal Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3 00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family Ig Duplex ❑ Mobil Home ❑ Others ® Main service EA. ADD•L too AMP 2.50 1N Q Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST %ACCLBL GS.LING CCUP. Il+� 2¢Sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9. Div. 3, of the State of California Business & Professions Code under the name style of: UAl 11Q111 V IPO 0Z S NEW REMULTI.OUTL T NEW COSIDD, BRANCH CIRCUITS 2.50ea NEW CONSTR. (POWER APPARATUS 8 NON-RESID. SINGLE OUTLET CIR. 25 Ex. Occuo(OUTLETS OR FIXTIIRES 5 L 0 10e Ex. Occup.(FIXED APPLNS. OR OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. 209-3-2 2 Classification C-63 Misc. Wiring j,t/ 6.25 101,119 N O ooh ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ 49.S WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ®1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. MECHANICAL N01 @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction,. and hereby Land Development Fee $ TOTAL PERMIT FEE $ aUIIIUIILC ICIJICSCnLd1IVe5 U1 rile t,ounry of tlutte to enter upon ine above-mentioned property for inspection purposes. Date Iv— Sign of Permitee or Agent Receipt No. �� �I White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS 1�1, permit expires Date 7 Yp; PROVIDE 22"X 3 1/2" SCREE EAVE VENTS @ EVERY 4th BD 0 H-1 ANCHOR ALL TRUSS CANTILEVEF GIRDER TRUSS f —�-2' 8" min. 2X TOP PLATE HEADER I v O I � U MIN. Y8" APA RATED PLYWOOD I o O O z z h 1 can ® �9 OVER MIN.OF 3 -2X D.F. STUDS . 16" O.C. NAILED W/BdNAILS 6" O.C. L @EDGES, AND 12" O.C. IN FIELD. !/ DOUBLE STUDS @ CORNERS , _0 c) AND COUNTERSINK NUTS AND j <Ld WASHERS, u amu./ X 0 d.®.J E MIN. Y2" DIA. A.B. BOLTS WITH 7" MIN. EMBEDMENT@ PANEL QUARTER POINTS. O PHD2 HOLD DOWN W/1800#UPLIFT& SSTBI6 ANCHOR BOLTS. 2X PRESSURE TREATED MUDSILL : N FOOTING °d ALT BRACE WALL PANEL @24" O.C. 2X6 T.C. JSS CALCS G""'ENEKAL 1. ALL LUMBER TO BE DOUG FIR OR HEM FIR #2 AND BETTER, STUDS TO BE STUD GRADE OR BETTER, UNLESS OTHERWISE NOTED 2. ALL HEADERS TO BE 4X12 UNLESS OTHERWISE NOTED 3. ALL CEILINGS TO BE 8'-0" UNLESS OTHERWISE NOTED 4. WINDOW OPENINGS ARE PER CALL -OUT. DOOR OPENINGS ARE CALL -OUT PLUS 2". STANDERD CAL -FI 2X8 RIDGE,2X6 R, 2X8 BASE PLATE FOVIRMATIGN. 2X TRIMMERS 2X PRESSURE TREATED f - MUDSILL OVERtLAP TOP PLATES @ CORNJERS 2X TOP PLATE HEADER HEADER 2X STUDS @16" O.C. 2X TRIMMERS STANDARD FRAMINI TIL 20'-0" , 4'-0" 16'-0" 6'-2" 4'-11" 16 L=2'-1111.. L=4'-0" 'FIREPLACE, INSTALL L=4, _0„ PER MFG SPECS 1 i THIS HEATS THE ADDITION ONLY O CRAWL SPACE o (N) MASTER BEDROOM r p M J i2 = C.) C4 z i Ld of �x6 FLOOR JOIST @ 16" O.C. oco f A (o z O O _j J F- LLJz LJ W loo C) N N N II L=5'-0" CA 00 �— 5'-0" O r7 15'-0" 0 I �n 12'-0" O VAULT L=4-0 t 3068 PKT ' o BRA"E'u" WALL LE(C%5E`LD% MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" 0. C. OWITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12"F Lu`0 R P LAlk� �� ON CENTER FIELD NAILED, COVERING 3 STUD SPACES. 495 SQ. FT. FLOOR PLATE (NAILED WITH 16d NAILS AT 12" ON CENTER. ALT SHEET # MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" O.C. SCALE: 1/4"=1'-0" �BPWITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" U }rk l� k� ON CENTER FIELD NAILED, COVERING 3 STUD SPACES. TWO 1/2" DIA. ANCHOR BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH UBC 1806.6. ANCHOR BOLTS SHALL BE PLACED AT PANEL QURTER POINTS. r ,r, ,., , , 0 F 2_ EACH PANEL EfND STUD SHALL HAVE A HOLDDOWN CAPABLE OF PROVIDING AN UPLIFT CAPACITY OF 1800 LBS. ti rn C7 � I v O I � U I } a I o O O z z h 1 can Awl V) j ® �9 L L !/ _0 c) Lu j <Ld u amu./ d.®.J SIDING PER ELEVATIONS 2X6 JOIST @ 2X6 BASE PLATE 16" O,C, INSULATION PER PLANS 2x6 MUDSILL W/ 1/2" L I= AB W/ 3x3x.299"�g WASHER@ 6' O.C. EMBEDDED MIN 7" f jf A35's @ 48" O.C. 6 w 1 STORY 8" 2 STORY o ,>/� #4 REBAR CONT. 3" FROM `\/TOP AND BOTTOM N 12" 1 STORY 16" a 2 STORY EXTERIOR "T" FOOTING 1/2" CDX PLY.--\ 2x4 EAVE BLOCK PROVIDED SCREENED EAVE VENT W/ INSULATION BAFFLES @ EVERY 4TH BLOCK E 1/2" CCX PLY. @ EAVES hn / 1x4 TRIM' �� 2x6 FASCIA SIDING - SEE PLAN - 1 37 VE ® AI L STANDERD CAL -FILL 2X8 RIDGE,2X6 RAFTERS 2X8 BASE PLATE 0 H-1 ANCHOR SIMPSON HI TIE AT EACH TRUSS EXISTIG HOUSE NEW ADDITION GABLE EI A35 @ 4E EXHAUST FAN TRUSSES @ 2' O.C. 2X6 T.C. I — VERIFY PITCH @ SITE 12 J4 2 R30 INSULATION 12 2' - TD. ' TD. 2X4 FRAMING @16" O.C. 00 LLI:: c W/ R13 INSULATION 3/4" T&G 0/ 2X6 JOIST @ 16" O.C. R19 INSULATION z `7 lr 1, car L C- 9 --- -------------- SCALE: 1/4"=l'—O" L E F T E L l V &T-kak,� END ELEVATION z 2 0 TYPICAL GABLIE END / ------------ EXHAUST FAN TRUSSES @ 2' O.C. 2X6 T.C. I — VERIFY PITCH @ SITE 12 J4 2 R30 INSULATION 12 2' - TD. ' TD. 2X4 FRAMING @16" O.C. 00 LLI:: c W/ R13 INSULATION 3/4" T&G 0/ 2X6 JOIST @ 16" O.C. R19 INSULATION z `7 lr 1, car L C- 9 --- -------------- SCALE: 1/4"=l'—O" L E F T E L l V &T-kak,� END ELEVATION z 0 Q (4)-16D COMMON NAILS / ------------ 8D COMMON NAILS AT 4" OC L Q ELI ETWEEN OUTRIGGERS / / //--ROOF SHEATHING no� / COMMON n,�I G��C r\�C� FLM Nof�5 / C 2X4 BLOCK -'2)-16D TRIM NAILS EACH END 1. PERMANENTLY WIRE ALL SMOKE DETECTORS ON A DETECTED CIRCUIT Li c) 1 2. THE FOLLOWING GUIDE LINES MUST BE MET ON WALL PLUGS 1 TO 1. -ANY WALT OVER 2'-0" IN LENGTH SHALL HAVE A RECEPTACLE C) -PLUGS SHALL BE A MAXIMUM OF 12'-0" APART 2X4 DIAGONAL -PLUGS SHALL BE 6'-0" OF END OF WALL OR OPENING II IG PER ELEVATIONS BRACE AT 8'-0" OC -FIELD VERIFY LOCATION OF SERVICE PANEL AND METER WITH LOCAL BUILDING DEPARTMENT AND THE POWER COMPANY / -THE LOCATION OF PHONE AND T.V. JACKS TO BE OWNER APPROVED PRIOR TO INSTALLATION / VERIFY WITH OWNER PRIOR TO _CONSTRUCTION zz =RAMING SIMPSON A35 OR EQUIVALENT -PROVIDE 20 AMP BRANCH CIRCUITS AT BATHROOMS / -BATHROOM RECEPTACLES SHALL BE SUPPLIED BY A SEPARATE 20 AMP CIRCUIT AND SHALL NOT HAVE EXHAUST FAN, LIGHTING OR OTHER OUTLETS ON IT AS / - — —I PER 01' CEC ARTICLE 210-52(d). / PROVIDE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR ALL CIRCUITS LOCATED IN BEDROOMS AS PER CEC ARTICLE 210-12. S OKE DJECTOR 110 VOLT W TH BATTRY BACK UP (TYP) ALL SMOKEDETECTORS SHALL GABLE END BRACE BE INTERCpNNECTED FL 1/2" CDX PLY DBL TOP PLATE WP. GFI 1/2" CCX PLY @ EAVES GABLE END - TRUSS 2x4 OUTRIGGERS @ 2'-0" O.C. MAX NOTCH INTO TRUSS AND G I +42" BUTT INTO FIRST STANDARD FL TRUSS 2x2 BETWEEN OUTRIGGERS BARGE TIES/ OUTRIGGERS EXHAUST FAN TRUSSES @ 2' O.C. 2X6 T.C. I — VERIFY PITCH @ SITE 12 J4 2 R30 INSULATION 12 2' - TD. ' TD. 2X4 FRAMING @16" O.C. 00 LLI:: c W/ R13 INSULATION 3/4" T&G 0/ 2X6 JOIST @ 16" O.C. R19 INSULATION z `7 lr 1, car L C- 9 --- -------------- SCALE: 1/4"=l'—O" L E F T E L l V &T-kak,� END ELEVATION I.C.B.O. APPROVED SPARK ARRESTOR CLASS 'A' COMP. SHINGLES NEW ADDITION EXISTIG HOUSE 15" FELT 1/52" PLY. NAILED 6/12 j i TE ❑ ElE ❑ € 3 T1-11 SIDING i o 0/7/16" SHEAR PLY. ❑ j @ ALL ELEVATIONS ❑ 11111 3 � � H DO I E STAIRS TO GRADE 7 3/4" MAX RISER 1 MIN TREAD co- u MINN BUTTE 3' LANDING lvf IL I SUIDING i I . ; RI(k03`HT ELEVATION_ APPS nco u Co 0 — rn S N CD ® o 1 ti rn CD Lo I v 0 I v U } Q 0 0 I 0 CD z Q ® z ®� ®u z 0 Q J / ------------ L Q ELI _1 / / Lit no� / / C Ld C) Li c) C) / / / / / / / I.C.B.O. APPROVED SPARK ARRESTOR CLASS 'A' COMP. SHINGLES NEW ADDITION EXISTIG HOUSE 15" FELT 1/52" PLY. NAILED 6/12 j i TE ❑ ElE ❑ € 3 T1-11 SIDING i o 0/7/16" SHEAR PLY. ❑ j @ ALL ELEVATIONS ❑ 11111 3 � � H DO I E STAIRS TO GRADE 7 3/4" MAX RISER 1 MIN TREAD co- u MINN BUTTE 3' LANDING lvf IL I SUIDING i I . ; RI(k03`HT ELEVATION_ APPS nco u Co 0 — rn S N CD ® o 1 ti rn CD Lo I v 0 I v U } Q 0 0 I 0 CD z Q ® z ®� ®u z 0 Q J L Q ELI REVISED: 8/5/2008 L ELI _1 Lit no� C Ld C) Li c) C) REVISED: 8/5/2008