Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
039-370-017
,� ........:. --.-.- - - � ,. � -<.. ""`sl!usf'`'�� •. "'" � :...�, 4 _ --- ,:;� �,/ ,IZ't 777- _7 .4 AP 39-37-17 r - I NEIL CAMPBELLchan .1180 Stanley, Chco 2ge-7.5— MAYER, Me r' -_ Permit # 5341-75E(se vice 3396B ,i�: 39-37-#& 2723{P I eal` Campbell— - Stanley -Ave-..,,. I .4 1166 -. -37- 1180 Chico S (tanley Ave., Chico h contr: Sierra Roof & Acoustics,Chico (new;' -single family)' Pe=4 #4559-76B(reroof/SF)41 - B08-.1435-; 039-370-017 rSECOND DWELLING SFD-Custom/Model • ` I �- __ NSF,. 2563 SQ.FT./ATT�'GARAGE;1003; ------- -1180 •1180 STANLEY .' ., r f' 4} 1 0 } DOM t RONISS' CAROL/ TOM HALL "''u° � �' ' Cl b ° 3. F y, j *", r.:! 4 --- -- --- - - ._ 1627 -172B .14 - + ,I 1166 Stanleyi ,ul CO Ave . 9-37- s Chico ' r N7Rs Holiday Pools -��", (swimming pool) Chico 4 ' a ' i d � � � ± - /\ >} 2 � \ - ' \(` C% J a 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 a CWIF SF CWIF SF DB R3 Dwelling -Custom, Model 0 DB R3 Dwelling -Custom, Model 0 DBEH Building Review Fee DBFIRE Fire Inspection (SRA) DBFIRE SRA Fire Plan Review (S DBSMIP Residential RONISS, CAROL/ TOM HALL 3015 "D'r MONTICELLO LAN CHICO, CA 95973 (530)891-1999 FEE INFORMATION $2,275.07 $2,419.76 $1,426.95 $2,140.43 $78.90 $107.00 $107.00 $19.82 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 10/01/2008 Contractors Signature Date WORKERS':_ COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 10/01/2008 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 Building Garage Remdl/Addn 2,563 1,003 Other Porch/Patio Total Total Charged: $8,574.93 Fees Paid: $8,574.93 Balance Due: $0.00 Receipt No: B8730 OWNER / BUILDER DECLARATION F - I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500]; Please check one of the following: ❑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 prove for the purpose of sale.). IAS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). ❑ I AM EnMPT under Section B. & P.C. for this reason: 1 IX I u Iti V r 10/01/2008 Owners bre 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 Stale laws relating to building, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the ., use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property ownar r am authorized t¢) ct on the property owners behalf. (: -TAF0_ 1)/ _ ISA 1; c< 10/01/2008 Owner, Contractor OR. Agent for Owner ElAgent for FILE COPY PROJECT INFORMATION Site Address: 1180 STANLEY AVE . Owner: Permit NO: B08-1435 APN: 039-370-017 RONISS, CAROL/ TOM HALL Permit type: SECOND DWELLING" 3015 "D'r MONTICELLO LANE Issued Date: 10/01/2008 By TMP Subtype: SFD-Custom/Model CHICO, CA 95973 Expiration Date: 10/01/2009 Description: NSF 2563 SQ.FT./ATT. GARAGE IN (530) 891-1999 Occupancy: R-3 Zoning: SRI a CWIF SF CWIF SF DB R3 Dwelling -Custom, Model 0 DB R3 Dwelling -Custom, Model 0 DBEH Building Review Fee DBFIRE Fire Inspection (SRA) DBFIRE SRA Fire Plan Review (S DBSMIP Residential RONISS, CAROL/ TOM HALL 3015 "D'r MONTICELLO LAN CHICO, CA 95973 (530)891-1999 FEE INFORMATION $2,275.07 $2,419.76 $1,426.95 $2,140.43 $78.90 $107.00 $107.00 $19.82 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 10/01/2008 Contractors Signature Date WORKERS':_ COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 10/01/2008 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 Building Garage Remdl/Addn 2,563 1,003 Other Porch/Patio Total Total Charged: $8,574.93 Fees Paid: $8,574.93 Balance Due: $0.00 Receipt No: B8730 OWNER / BUILDER DECLARATION F - I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500]; Please check one of the following: ❑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 prove for the purpose of sale.). IAS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). ❑ I AM EnMPT under Section B. & P.C. for this reason: 1 IX I u Iti V r 10/01/2008 Owners bre 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 Stale laws relating to building, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the ., use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property ownar r am authorized t¢) ct on the property owners behalf. (: -TAF0_ 1)/ _ ISA 1; c< 10/01/2008 Owner, Contractor OR. Agent for Owner ElAgent for FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds 0 0 PLEASE PRINT CLEARLY "When filed this application and all supporting material becomes subject to the California Public Records Act. All pu PERMIT NO. Y_ I�°A�eI 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 Fust Name Mailing Addressa�5 City kc -n State c_A_ Zp,�5(; `13 Phone leg l _. � 9") C) Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name City C{_%,kcr Address City Fax State Zip Phone Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name vEZ-CF_r_`A 0_ 1 Address 3,b3 �p ����� 00A)C-_ City C{_%,kcr State Phone 18c�� _ �� Fax E-mail State License Number Ix PROJECT LOCATION AP# 03� 37 0 Property Address ` 180 city C kk c_n �tS WORKER'S COMPENSATION Policy Number N Carrier Nhufng anyone other than license contractors, a certificate of workers compensation must be shown at the time of permit issuance. LENDING AGENCY Name 1v A 1 A i Address DESCRIPTION OR SCOPE OF WORK: b Sq FT- U g• s63 aragel 00 Open Cov 4, ❑ Stru i wifftout Permits ❑ Proposed Change of Occupancy (Note previous use): For office use on _6 APPLICANT INFORMATION Name Type tdAt Address City State Zip Phone Fax E-mail Ix PROJECT LOCATION AP# 03� 37 0 Property Address ` 180 city C kk c_n �tS WORKER'S COMPENSATION Policy Number N Carrier Nhufng anyone other than license contractors, a certificate of workers compensation must be shown at the time of permit issuance. LENDING AGENCY Name 1v A 1 A i Address DESCRIPTION OR SCOPE OF WORK: b Sq FT- U g• s63 aragel 00 Open Cov 4, ❑ Stru i wifftout Permits ❑ Proposed Change of Occupancy (Note previous use): For office use on _6 Zoning I S Flood Zone SRA Yes o Occ. Type tdAt C.G�Iev(Uhl��� moo -,4t! 574 c.71.1 s,,sdbxc 3t de (Y6, Ids Xe: 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: B08-1435 Date: 07/25/2008 Location: Parcel Number: Owner Name: Description: 1180 STANLEY AVE 039-370-017 By: TMP Sub Type: SFD-Custom/Model RONISS, CAROL/ TOM HALL Phone: (530) 891-1999 NSF 2563 SO.FT./ATT. GARAGE 1003 SO.FT./ COV. P 468 SOFT. 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 ❑ 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 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 Other: Other: "When filed, this application and all supporting information related to this application is sub' access. Signature of Applicant: FILE subject to the California Public Records Act. All public and will be posted on the County's website for electronic Date: 07/25/2008 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Er ❑ 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 171 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 1:1 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 1-1 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: Other: "When filed, this application and all supporting information related to this application is sub' access. Signature of Applicant: FILE subject to the California Public Records Act. All public and will be posted on the County's website for electronic Date: 07/25/2008 BUTTE COUNTY FEE SUMMARY Permit Number: B08-1435 Job Address: 1180 STANLEY AVE Contractor: 7 County Center Drive Oroville, CA 95965 Printed: 07/25/2008 3:37 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF SF CWIFLBRYV SF 1825-0-280-1011828 $4.83 CWIFLBRYM SF CWIFPWRDS SF 1831-0-280-1011001 $1,342.38 1825-0-280-1011826 $240.89 CWIFFIREF SF 1851-0-280-1011852 $367.67 CWIFGGF SF 1808-0-280-101001 CWIFFIREVE SF 1851-0-280-1011853 $709.71 $307:71 DBSMIP Residential DB R3 Dwelling -Custom, Model 0 1001-0-280-1011298 $19.82 DBF R3 DWLNG CSTM/1VIDL Plan Ch 0010-440001-4210501-10101 $1,426.95 07/25/2008 $1,426.95 DBF R3 DWLNG CSTM/MDL Insp Fe( 0010-440001-4210502-10101 $2,140.43 DBEH Building Review Fee 0021-540013-4614901-10101 $78.90 07/25/2008 $78.90 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-10101 $107.00 07/25/2008 $107.00 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-10101 $107.00 07/25/2008 $107.00 CWIF SF CWIFSHERFJL SF 090807 1800-0-280-1011811 $425.00 CWIFSHERFF SF 1840-0-280-1011841 $314.12 CWIFLBRYV SF 1825-0-280-1011828 $4.83 CWIFLBRYM SF 1825-0-280-1011827 $162.04 CWIFLBRYF SF 1825-0-280-1011826 $240.89 CWIFSHERFVE SF 1840-0-280-1011842 $153.27 CWIFGGF SF 1808-0-280-101001 $667.21 CWIFGGVE SF 1810-0-280-101001 $307:71 DBSMIP Residential 1001-0-280-1011298 $19.82 89574.93 $19719.85 Printed By: Tammie Powell Balance Due: $6,855.08 At the time of permit ap s advised the above fees are required prior to issuance of the permit. These fees ch g the plan checking process. Signature: Date: 07/25/2008 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). California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B08-1435 Date: 07/25/2008 Location: 1180 STANLEY AVE By: TMP Parcel Number: 039-370-017 Sub Type: SFD-Custom/Model Owner Name: RONISS, CAROL/ TOM HALL Phone: (530) 891-1999 Applicant: RONISS, CAROL/ TOM HALL Phone: (530) 891-1999 Description: NSF 2563 SO.FT./ATT: GARAGE 1003 SORT./ COV. P 468 SOFT. Butte County requires a pre -construction inspection to pro -actively provide the fire departments requirements to the property owner. Your property is located within the Local Responsibility Area (LRA) of Butte County. All development within the LRA is required to meet the below requirements: California Fire Code (Residential fire flows/fire sprinklers, LPG tank protection) Requirements prior to scheduling the pre -inspection: Full plan submittal to Butte County Development Services -Building Division Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6226. For the pre -inspection, the property owner or authorized agent (contractor) is required to meet the inspector at the construction site. I have read and understand the above pre -inspection requirements. 07/25/2008 Date All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.html Rev'd 3/3/08 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 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: • Make sure your application is complete. D Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, 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://municiDalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1435 Location: 1180 STANLEY AVE Parcel Number: 039-370-017 Owner Name: RONISS, CAROL/ TOM HALL iption: NSF 2563 SQ.FT./ATT. GAI Signature of Applicant: FT./ COV. P 468 FILE Date: 07/25/2008 Phone: (530) 891-1999 Date: 07/25/2008 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 lndustrial 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 WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. ERSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES OR NO) 2. I (HAVEMAVE 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: NSF 2563 SQ.FT./ATT. GARAGE 1003 SQ.FT./ COV. P 468 SQ.FT. Reference Number: B08-1435 Applicant Name: RONISS, CAROL/ TOM HALL Owner's Name: RONISS, CAROL/ TO AP # : 039-370-017 Signature of Property Owner: Date: 7 — ZS— 8 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 O 0 0 0 0 SIC 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: B08-1435 Location: 1180 STANLEY AVE Parcel Number: 039-370-017 Date: 07/25/2008 By: TMP Sub Type: SFD-Custom/Model Owner Name: RONISS, CAROL/ TOM HALL Phone: (530) 891-1999 Description: NSF 2563 SQ.FT./ATT. GARAGE 1003 SQ.FT./ COV. P 468 SQ.FT. By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 07/25/2008 BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEPTIC SYSTEM INSPECTION CERTIFICATE P. O. BOX 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 TEL: (530) 891-2727 TEL: (530) 538-7281 The Sewage Disposal System was inspected at FOR SEPTIC TANK LEACHING FIELD Size Gallons Length feet -17 Material C'v1°. Width r'tinches No. of lines iX Rock Under Pipe t-1 inches The above dimensions meet the minimum requirements of Butte County Code, Chapter 19. Additional leaching area will be required if experience shows it to be necessary. Remarks: Date: S2 - 7788 (Rev. 4/98) ENVIRONMENTAL f o�UTTFo BUTTE COUNTY o 0 p p e,: A o� o ` AGRICULTURAL BUFFER NOTIFICATION AND/OR �' ` , • o UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: , Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 , Name: tA z.l\ Phone: 5-Z 0- 42 Gt.1-7 Mailing Address: �� 5 L-W E-Mail address Assessor's Parcel Number. 63cI Reason you believe you qualify for the unusual circumstances exception: /l=0 2-Ot Owner or Authorized Agent's signature x Date NU CIRCUMSTANCES DEFINITION:r An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300-foot bufferzone. SITE PLAN REQUIREMENT. submit 4 copies with this form. Refer to the Site Plan Submittal handout for specific requirements` , ........................................ .................................................................... ............. , Internal Dept Contact Info: - ❑ Env. Health ❑ Planning ❑ Building Other ; Contact Person: Phone: , .....:.................................................................................................................................................`.:............................... For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS(Building) ❑• Exception Recommended Exception Granted with the , ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific csetbacks from-adjacent agricultural operations: ? T Y W i, VW Agricultural Department Signature: Date:. MC 7A/03 V Ur . 7a; a. BUTTE COUNTY DEVELOPMENT FEE wTrF CERTIFICATION FORM' , Chico Area Recreation District ' c�U N'�y• Assessor's Parcel Number (s): 039-370-017 Building Permit Number: B08-1435 Property Owner (s): RONISS, CAROU TOM HALL Project Location/Address: 1180 STANLEY AVE CHICO Project Description: NSF 2563 SQ.FT./ATT. GARAGE 1003S- Type 003SType of Residential Development Permit Type: SECOND DWELLING Permit Subtype: SFD-Custom/Model Building Type: New Single Family Dwelling New/Additional Sq Ftg: 2,563. Certificate of Existing Square Footage Existing Sq Ftg: 0 MH Replacement: No Existing Construction Type: Demo Permit Issued?: No Demo Permit Issued Date: Verified by Building Records: Building R Verified by Assessment Records: Comments: NEW 2563 SQ.FT. 2ND DWELLING VAi i ftIX4 1, de 1A A 09/19/2008 Buildlhg Department Rep sentative Date ❑ FRRPD ❑ CARD ❑ PRPD ❑ DRPD _ certifies that: 101 4ftcL S�0— 77 Applicant Name Phone Number . Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of Dwelling Units @ $ S_ vo per unit for a total of $ c23 1K. 0 D Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: / Paid by Cash: Receipt No: // va Rec ation and Park Districtpresentat a DateD/� BUTTE COUNTY SCHOOL FEE CERTIFICATION FORM (One form per Building) School District: Chico Unified School District Building Permit Number: B08-1435. Assessor's Parcel Number (s): 039-370-017 Property Owner (s): RONISS, CAROL/ TOM HALL Project Location/Address: 1180 STANLEY AVE Tax Rate Area No: Jurisdiction: Q%M County CHICO Type of Development Residential Development: 0 No [No --1 Sq. Footage: 2,563 No of Living Mobile Home Addition/ •SupplCn=W to Cr. Demo -existing 0 Units Installation Conversion Permit # *(No Foundation lr pwuon) sq. ft. Net total sq. ft. Deed Restricted Sq. Footage: 0 Attach signed copv of Deed Restriction and Notioe of Limit se Commercial/Industrial: =New = Addition Sq. Footage: Project Description: NSF 2563 SQ.FT./ATT. GARAGE 1003 SQ.FT./ COV. P 468 SQ.FT. (Indudinp Edenor Roofed Area—M Aabjf\%, 09/19/2008 Building De artment Represents a Date District Indentification No. 69 e O -11 ` (Street School District certifies that OaA eb-7 d� (Payor) (City) (State) (Zip Code) (Phone has complied with the requirements of Resolution No. 1403'06 by payment of $ 761,2� / representing Ca56� square feet. AB 2926 $ FULL MITIGATION $ 2 School District Representative Date Paid by Check # /( Remarks: Notice: You may protest the imposition of the fees identified above by sumitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. subsequent o the School Districtepresen a ive signing this Butte County Schools Impact Fee Certification Form, the c o0 District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. IIM:... V.J1..... /D..:IA:-- T.. -...r..... -A D: -I. / --1:....-A -TV O -L....1 T.-- D..-.. -- O t n no AND WHEN RECORDED RETURN TO: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING & PLANNING 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 MPP of Document Recorded 1 -Qct -2608 2N8 -N36824 Has not been compared with oricinal BUTTE CMWY RECORDER DECLARATION ACKNOWLEDGING RIGHT TO FARM (AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT) The undersigned do hereby certify to be the owner(s) of certain real property located in Butte County, California, and more particularly described in Exhibit "A", attached hereto and incorporated herein by this reference ("the subject property"). The undersigned do hereby acknowledge that the subject property is located on or adjacent to agricultural land, as defined in Uhe Butte County Right to Farm Ordinance (Butte County Code, Chapter 35) and in Butte County Code, Chapter 26-8. The undersigned do hereby further acknowledge that the County of Butte permits the operation of properly conducted agricultural operations on agricultural land within the unincorporated area of Butte County and has declared it County policy in the Butte County Right to Farm Ordinance and Chapter 26-8 to conserve, protect, enhance, and encourage such operations. The undersigned do hereby further acknowledge that if the subject property is located near an agricultural operation on agricultural land, residents or users of the subject property may at times be subject to inconvenience or discomfort arising from that operation, including, without limitation, noise, odors, fumes, dust,. smoke, insects, operation of machinery during any time of day or night, storage and disposal of manure, and ground or aerial application of fertilizers, soil amendments, seeds, and pesticides. The undersigned do hereby further acknowledge that one or more of these inconveniences or discomforts may occur as a result of any properly conducted agricultural operation on agricultural land. The undersigned. do hereby further acknowledge that the County of Butte has determined in the Butte County Right to Farm Ordinance and Chapter 26-8 that inconvenience or discomfort arising from a properly conducted agricultural operation on agricultural land will not be considered a nuisance for purposes of the Butte County Code or County regulations, and that residents or users of nearby property should be prepared to accept such inconvenience or discomfort as a normal and necessary aspect of living in a county with a strong rural character and an active agricultural sector. This Declaration shall run with the subject property in perpetuity and shall be binding upon the undersigned and the undersigned's heirs, personal representatives, lessees, executors, successors, and assigns. This Declaration and the acknowledgments contained herein shall be disclosed to prospective transferees or any interest in the subject property, including, without limitation, a leasehold interest, prior.to any such transfer. ASSESSOR'S PARCEL NUMBER (APN): 0M " 3Z Q r O I 71 I WITNESS WHEREOF, the undersigned has/have executed this Declaration this day of kA v T '2009 :-� DECLARANT(S) NOTE: ACKNOWLEDGMENTS MUST BE ATTACHED FOR ALL SIGNATORIES. ALL-PURPOSE ACKNOWLEDGMENT State of California County of O-�V� SS. On 10rVqP �AaQOIN before me, rA YL, rO S Notary Public, DATE j personally appeared C �}�QQ p ,� I SS `' 1 O� ` l , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the HARMwGEfS same in his/her/their authorized capacity(ies), and that canwai ton >Iso w � by his/her/their signature(s) on the instrument the � � �f°'"rO aurdy person(s), or the entity upon behalf of which the My Comm. EXOMAW 7, 2= person(s) acted, executed the instrument. HAROLD HAG Commission 506000 -� No c - Califomto u unty Comm. Expires .2008 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and,#f1kial seal. SIGNATURE PLACE NOTARY SEAL INABOVE SPACE OPTIONAL INFORMATION The information below is optional. However, it may prove valuable and could prevent fraudulent attachment of this form to an unauthorized document. CAP Y CLAIMED BY SIGNER (PRINCIPAL) INDIVIDUAL ❑ CORPORATE OFFICER ❑ PARTNER(S) TITLE(S) ❑ ATTORNEY-IN-FACT ❑ TREE(S) ElARDIAN/CONSERVATOR SIGNER (PRINCIPAL) IS REPRI NAME OF PERSON(S) OR ENTITY(IES) , DESCRIPTION OFATTACHED DOCUMENT A CX. _<,+F�ewt e TITLE OR TYPE OF DOCUMENT ----- 0 rO NUMBER OF PAGES A RIGHT s c THUMBPRINT D OF SIGNER s o a H . Title No. 08 -222775 -BD Locate No. CAFNT0958-0958-0002-0000222775 LEGAL ®ESCRIPTXGN �XHIBXT "A - THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA , COUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS. DESCRIBED AS FOLLOWS: Lot 5, as shown on that certain Map entitled, "Map of a Subdivision of Lots 76, 77, and 78 of Stanley Park", filed in the Office of the County Recorder of Butte County, California, on June 27, 1911, in Book 7, of Maps, at Page(s) 1. EXCEPTING THEREFROM as to an undivided one-tenty (1/10th) interest in and to the gas, oil and mineral rights thereof, as reserved in Deed recorded May 4, 1948, in Book 452, Page 202, Butte County Official Records. APN: 039-370-017 M of Document Recorded 1 19-Sep-M 2M-99-35241 Has not been corpared with r� original BUTTE COUNTY' RECORDER When recorded return to: County of Butte *. : Department of Development Services Building Division = , 7 County Center Drive. , Oroville, CA 95965-3397 Space above for Recorders Use SECOND DWELLING UNIT DEED RESTRICTION. I. WHEREAS, 'on this N day of 2009; RONISS, CAROL/ ' TOM HALL, hereinafter referred to as owner(s), is the record owner of-the following real property: 1180 STANLEY AVE, CHICO; CA95926 (APN039-370-017), and as further set forth in Exhibit "A" attached hereto and ..hereby, -incorporated by reference, l hereinafter referred to as "the subject property"; and - II. WHEREAS, Building Permit No. '1308-1435 was applied for on 7/25/2008 by the owner in accordance with the provisions of the'-Butte County Code and the California Building Code; .and .Ill. WHEREAS, the use allowed by Building Permit No`. B08-1435 has been .reviewed and approved as a Second Dwelling unit; and IV. WHEREAS, Section 24-280(c)(2)(f) of the Butte County : Zoning Ordinance . conditions the occupancy of the primary and secondary dwelling units as follows: the . owner of the parcel or lot must occupy either the main dwelling or the second- dwelling unit, and V. -WHEREAS, it is intended that this Deed Restriction ' and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a change in use or law has occurred, either of which change allows the. use otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed - Restriction and Notice-of Limited Use' Facility rescinded- by—,}the`. exed`ution"" of ate_ Peter Calarco Assistant Director RD.1, subsequent document entitled Rescission of Second Dwelling Unit Deed Restriction by the Director of Development Services; and NOW, THEREFORE, with the issuance of Building Permit No. B08-1435 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, which establishes occupancy restrictions on the dwellings. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to the restrictions This deed restriction and notice of occupancy restrictions shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. B08-1435. DATE: Print or Type Name of 6ba�b Owner Signature: Print or Type Name of Above 2 Peter Calarco Assistant Director NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On 3CP4' /6' ?JO ©S beforeme, .� Yll�o n Notary Public, personally appeared who proved o me on the basis of satisfactory evidence to be the person(s) whose name(s) is/ale. ubscribed to the�within instrument and acknowledged to me that he/she/ ey xecuted the same in his/her/ eir uthorized capacity(ies), and that by his/her/t eir ignature(s) on the instrument person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Sign ure Peter Calarco / Assistant Director f (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. _ Dated: / Peter alarco, Assistant Director Department Development Services STATE OF CALIFORNIA COUNTY OF BUTTE SS. On ,SEPTC—w1$E�2 lo, .7008 b re me, �M 1�=►�,-L-A.til ,Notary Public, personally appeared � Gti�sti,Q�a who proved to me on the basis of satisfactory evidence to be the personkowhose name.(sj-is/afe subscribed to the within instrument and acknowledged to me that here/t1ey6 executed the same in his/_ha l -heir authorized capacity, and that by his/pef/their signature,(s on the instrument the person(o, or the entity upon behalf of which the person($j-acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. S'gn ture Peter Calarco Assistant Director aM nncwauAN Commlaelon # 1667081 }�Notary tfc • CaUtorrda Butts Courdy My Comm. DOHS Apr 6, 200 (Seal) 5 Title No. 08 -222775 -BD Locate No. CAFNT0958-0958-0002-0000222775 LEGAL DESCRIPTION EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: Lot 5, as shown on that certain Map entitled, "Map of a Subdivision of Lots 76, 771 and 78 of Stanley Park", filed in the Office of the County Recorder of Butte County, California, on June 27, 1911, io Book 7, of Maps, at Page(s) 1. EXCEPTING THEREFROM as to an undivided one-tenty (1/10th) interest in and to the gas, oil and mineral rights thereof, as reserved in Deed recorded May 4, 1948, in Book 452, Page 202, Butte County Official Records. APN: 039-370-017 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.neVdds PLAN CHANGE ❑ RECHECK Nt Owner's Name: ot- �- .L� AP#: BP#: Clpos_ � A �T Received By: Date: \ 1 Z woo Time: Contact Person & Phone Number: PURPOSE OF PLAN CHANGE OR RECHECK ❑ Response to Inspector's Correction Notice — Inspector's Name: XResponse to Plan .Check Letter - Plans Examiner's Name: �\ � *Submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Mail to X Call Tot -i and hold for pick-up. ❑ Deliver with Next Inspection ( for 8 Y2 X 11 only) UTT1r Minimum revised plan check fee to be collected at time of submissin}ofVdMi ign, plans examiner will determine if additional plan checking fees are needed: Sr -.P 0 2 20-58 ❑ Minimum $118.98 paid. ❑ Additional Fee Amount: DEVYLOPMENT SERVILES Receipt #: Revised 2/08 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING August 18, 2008 Tom Hall 3015 "D" Monticello L}}, Chico, Ca. 95973 Assessor Parcel Number, 039-370-017 Building Permit Numbe{:: BP08-1435 (New Residence) Thank you for submittipf plans for your building project. The plans have been reviewed and comments are listed below. Please Tespond in writing to each item by letter or by completing and returning a Plan Review Response Form. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: Note on the plans: far all PEX installations, a completed "REQUEST TO USE PEX WATER PIPE" form must be submitted and approved by the Building Official. 2. Need to provide two_'FEMA flood Certificates filled out by a license Engineer for the flood zone AO. Note on the cover �'Ppet the new codes adopted on January 1, 2008 are 2007 C.B.C, C.M.C, C.P.C, C.E.C, and the 200$'California Energy Standards. i Verify the square fgotage for the Living area; it looks like it should be closer to 2,680 S.F. Provide safety glazigg to the bathtub window located in the master bathroom as per the 2007 C.B.C. section 2406.3 #5. 4i:�—Specify location foT a moisture exhaust duct for the dryer as per section 504.3.2 of the 2007 California Mechanip�l Code (C.M.C.). Show locations of )}4ating and air conditioning units. The Title 24 Energy Calculations specifies hydropic heating SAP= and the plans are not addressing this as a heating source. Provide verification from roof truss maVacture that the roof trusses are adequate to support the additional load, if the heating unit is to bglocated in attic. The section cuts are referring to Sheet A-5 and not the A-6 where they located. ecify on plans se,}gmic strapping for the water heater. (T Note the minimum rfquirements for the concrete slab at the house and the garage areas as per 2007 C.B.C, section 1910. Note that a vapor retarder is required for both areas. ote the door from �+e garage to the living area to have a fire rating of 20 minutes and have self closing hinges. °{{ rovide a landing aff he exterior for the door in the bathroom and the master bedroom as per section 1008.1.5 of the 200% C.B.C. Please show it on the floor plan. Provide a complete WS -5R kitchen lighting work sheet. Note the stucco we screed on the exterior elevations. See 2007 C.B.C, section 2512.1.2. :R rovide GFCI to wither proof receptacle outlets located outside as per sections 210.8 (3) and 406.8 (A) of the 2007 California Electric Code. Provide Attic ventilation calculations and note the sizes and locations on the plans. (2007 C.B.C, section 1203.2). Provide minimum 36" exterior door landings at the rear doors, as per section 1008.1.5 of the 2007 B.C. ote the window apd door header sizes on the roof framing plans. Note on the plans that all bedroom circuits are to be on Arc Fault Circuit Interrupters and G.F.I.C. ,podflets at the garage; Please specify the 1}9ldown types required to resist the uplift values shown on page 16 of the structural calculatioi3s. Specify the required holdowns in the structural calculations so they can be orrelated with the boldowns provided on the plans. �ote the holdown ichor bolts on the foundation plans. pecify the framing,'inembers for the Calif. Tie-ins on the roof framing plan. Note the rafter sizes, ridge board, and shpw connection details. 23. Provide specificatig4s for the Glu lam beams being used on the exterior and exposed to weathering. 24. Please reference *'soils investigation report on the plans. Provide a note on the foundation plan stating "see soils investigation report for additional requirements and recommendations". 25. Please submit two qew corrected sets of plans and structural calculations. If you wish to discuss any of these comments, please call (530) 538-7541 between 8:00 a.m. and 5:00 p.m., Monday through Friday. Jim Peterson Plans Examiner jepetersonabuttecountv.net cc: Ver Tech Engineerigg Philo Hunt, P.E. Plan Check Engineer phunt@buttecouii!y.net PLANCHECK REVIEW RESPONSE HALURONISS PLAN CHECK I RESPONSE BY LOCATION ON PLANSICALCS COMMENTS 1 TCH SHEET A-1 ADDED NOTE 2 PRECISION SURVEY ENCLOSED CERTIFICATE 3 TCH SHEET A-1' ADDED NOTE 4 TCH SHEET A-2 CORRECTED AREA CALCULATION 5 TCH SHEET A-2 ADDED NOTE 6 TCH SHEET A-2 ADDED NOTE 7 TCH SHEET A-2 ADDED NOTE & ATTACHED ENGINEERS LETTER ADDITION TO DRAWING 8 TCH SHEET A-2 CORRECTED TYPO 9 TCH SHEET A-2 ADDED NOTE 10 TCH SHEET A-1 ADDED NOTE 11 TCH SHEET A-2 ADDED NOTE 12 TCH • SHEET A-2 & A-3 ADDITION TO DRAWING 13 TCH ATTACHED WORKSHEET 14 TCH SHEET A-4 ADDITION TO DRAWING 15 TCH SHEET E-1 ADDITION TO DRAWING 16 TCH SHEET A-5 ADDED NOTE 17 TCH SHEET A-2 & A-3 ADDITION TO DRAWING 18 VERTECH/TCH SHEET A-2 ADDED NOTE 19 TCH SHEET fr- ADDED NOTE 20 VERTECH ENGINEERING STRUCT. CALCS. UPDATED STRUCTURAL CALCS 21 TCH SHEET A-3 ADDITION TO DRAWING 22 VERTECH/TCH SHEET A-5 & 8/SD3 ADDED NOTE/SEE DETAIL 8-SD3 23 VERTECH/TCH SHEET A-1 & A-5 & 6-1.B/SN ADDED NOTE & SEE DETAIL 6-1.B/SN 24 VERTECH/TCH SHEET A-1 & A3 ADDED NOTES 25 DONE U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I ExDires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name TOM HALL and CAROL RONISS Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1180 STANLEY AVENUE City CHICO State CA ZIP Code 95973 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 039-370-017 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 39°42'15" Long. 421°50'38" Horizontal Datum: XX❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community NumberB2 Name B3. State BUTTE COUNTY 06007 0505 LENN CA B4. Map/Panel Number B5. Suffix B6. FIRM I dex B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone rt Check the Date Effective/Revised Date Zone(s) AO, use b se flood depth) 06007 C 0505 C NONE 618/1998 X and AE 174.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile XX❑ FIRM ❑ Community Determined ❑ Other (Describe) _ 611. Indicate elevation datum used for BFE in Item 139: XX❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes XX❑No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: XX❑ Construction Drawings` Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum RM 24 Conversion/Comments rt Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 174.6 feet Elmeters (Puerto Rico only) b) Top of the next higher floor IWO feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 175.3 feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 174.6 feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 174.2 feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 174.8 > feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. XX Check here if comments are provided on back of form. Address 717 5 STREET City ORLAND State CA ZIP Code 95963 re 530-865-4194 v Leslii_W.!Coke ��10 SEAL � N Nor5 i2 Q OF 9.3vo4 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding infonnation from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1180 STANLEY AVENUE. City CHICO State CA ZIP Code 95973 I Company NAIC Number I SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments SITE BENCH MARK IS A #5 REBAR IN NORTH — SOUTH FENCELINE JUST WEST OF BUILDING SITE. ELEVATION = 174.7 Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B. and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters XXX above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet ❑ meters XXX above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters XXX above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State CA ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name TOM HALL and CAROL RONISS Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number . 1180 STANLEY AVENUE City CHICO State CA ZIP Code 95973 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 039-370-017 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longftude: Lat. 39"42'15" Long. -121°50'38" Horizontal Datum: XX❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or.ehclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq.in c) Total net area of flood openings in A9.b sq in SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community NumberI B2. County Name B3. State BUTTE COUNTY 06007 0505 GLENN CA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevations) (Zone Leslie.W:°.Coke �O feet Date Effective/Revised Date Zone(s) AO, use base flood depth) 06007 C 0505 C NONE 6/8/1998 X and AE 174.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile XX❑ FIRM ❑ Community Determined ❑ Other (Describe) Bl l . Indicate elevation datum used for BFE in Item 69: XX❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes XX❑No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: XX❑ Construction Drawings' Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum RM 24 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 174.6 feet ❑ meters (Puerto Rico only) 175.7 feet ❑ meters (Puerto Rico only) Leslie.W:°.Coke �O feet ❑ meters (Puerto Rico only) 175.3 feet ❑ meters (Puerto Rico only) 174.6 feet ❑ meters (Puerto Rico only) 174.2 feet ❑ meters (Puerto Rico only) 174.8 feet ❑ meters (Puerto Rico only) SECTION D = SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. XX Check here if comments are provided on back of form. Certifier's Name LESLIE W. COKE License Number PLS 5712 Title PROFESSIONAL LAND SURVEYOR Company Name PRECISION SURVEYING Address 717 5 STREET City ORLAND State CA ZIP Code 95963 re Date relephone FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions V Leslie.W:°.Coke �O J . �.•ril. • No -.:5712 Q J�9 jF OFG��`�p� 9, 3o•0a FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1180 STANLEY AVENUE. ' City CHICO State CA ZIP Code 95973 Company NAIL Number t. .I SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments SITE BENCH MARK IS A #5 REBAR IN NORTH — SOUTH FENCELINE JUST WEST OF BUILDING SITE. ELEVATION = 174.7 Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters `XXX above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet ❑ meters XXX above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters XXX above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State CA ZIP Code r Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information.in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Transmittal To: BUTTE COUNTY BUILDING DEPT. from: Tom Hall 891-1999 Fax: Pages: Phone: Date- July 25, 2008 Re: Building Permit Application for CC: 1180 Stanley Ave., Chico, Ca. O Urgent X For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Documents enclosed in this transmittal package: 3- Complete sets of building plans 24x36. 3- Site plans 24x36 1- Site plan 11x17 1- Floor Plan 11x17 2- Sets of structural calculations 2- Sets of engineered truss plans. 2- Sets of Energy Calculations 2- Sets of Soils Reports 1- Engineers review letter for soils report. 1- Engineers review letter for truss calculations. 1- Copy Septic System Inspection Certificate 1- Copy Agricultural Buffer Exception �- 'Completed permit application. Received by: Date: PTN. SEC. 2 T.21 N. RJE. M.D.B.&M. 39-37 420.30 14 63 100.00 1 10050 120.00 160.25 46 4> 47 176.95 1 52i 69 145.00 2MM i iO 12 i 22 103 9 .52AC .52ACt .62AC ttaoo 1 1Ac 79 a39 99 ; ' 168PM303 2.11AC I 6 5 4 3 2 1 2.00Ac �? 24314 1.9150 82 98 142.00 1.02AC 13 104 >� o^ 3t 7610 12 22 ? t32 12 77 2 78 —.79 % I\ 25111Ac ------1.59ACi --- ---AC ------ BOAC; 1 PM 88-22 1 M 81AC , �4AC 2.56ACt � - 2.35ACt S I ">03 4.74C ' 4.80AC315.87 4 O U83AC ' %W� 0 LOS 7X78 TAN EY PARK SOLAR ESTATES 90a30 74 ; g PM 44-2� 3004c 2.°vac 151PM32 ----------------------------------- — 12 t PM 49-591 95412 3.00ACt 31 CRO CH DITCH; PM 67-391 s�zas I SUNSd, PARK 2 120 UA.R.7j'14 j-2-1953 RESUB L075 76/78 STANLEY PARK 7 AL0.1Z 1 6-27-1911 STANLEY PARK 6 M.0.R 105 5-7-1906 09 Mk -- It A -t „ps rr tater et Por Fool l> i m.�a o.pt7 ffA SY�>Sr rd 1od ses,6en v�rrry� Ib� s�e�� �i11011�1mr� e CounAssessor's Map Book 19, Page 37 COMM En sm t1r 7En ow 12-im RDW EIV oe REUIIgD Ow n Y00ti EFFECTIVE 2007-W ROLL 7►e &ft . ORA» UI ' E rirE t�3!E. R b•% _ �9: yVit 1. •6t �E g. T '°... Y f'y��84( '� . .. fE.dkl R4�1..9 H.": :! �r �`�b •N�4,�i��.rjy'y t - �•t •: a p'{.c�a. � s FY"— P�i.�E�rJi ti'�r.jLt°L�{.�I,98F'-1-�r'�'ai�.+_i�,• f• 41 Or !'i: D A A � S w� A I A o # o S � M i v• A At a e D A A � S w� A I A o # o A At d A" 1• O/.oMONO /7YE. �e'n.sa � � ° �i•°. }° p" 0 � `p'i� { "; a :,� a^a t: y `YA 4 'Of) s:�j: �I�t� Z a� .���� ��t"d• � to , � A e A # o S � M i v• d A" 1• O/.oMONO /7YE. �e'n.sa � � ° �i•°. }° p" 0 � `p'i� { "; a :,� a^a t: y `YA 4 'Of) s:�j: �I�t� Z a� .���� ��t"d• � to , 79--`l MAP 7-7,y T13DUUARr. ESTATE. BICCS,BUTTE COUNTY, CAL. B -e S-ri- 2 3, 718N, R Z E.MD-4 i -h - I 7-78 11 July 23, 2008 VerTech Engineering, Inc. 383 No U -do A -e #2M, 010, CA 95926 Ph (530) 89}8716 Fac (530) 899-1102 RE: Tom Hall Residence, 1178 Stanley Ave, Chico, CA To Whom It May Concern: BUTTE COUNTY JUL 2 5 2008 ]DEVELOP E VELOP11gENT SERVI( I have reviewed. the truss calculations by Longfellow Lumber Co. dated 7/22/2008 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents dated 7/23/2008. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Sincerely, Andrew Johnson, P.E. 42'-O' o RESIDENCE FOR ?. Al g go m T. C. HALL DESIGNS s I i A TOM HAIL & CAROL RONISS X15 ^0^ MOiTICELLO LAME ¢ " 1180 STANLEY AVE Tel. (ss) 8s�iess CHICO CALIF Fax 530 896-0248 TOP C. MALL CHICO MOBILE HOME PARK f------------- MOBILE HONE I IPROPOSED 3 BED 2 BATH , #ix�, i 1 5' BLDG SETBACK LINE I , I , 1 J Q I W I a z K O O p ' r DO w W i O IaI d I I M I , W U Z Q U X Ui Iw I 1 I w cn O R=10.00' L- 31.41' 0-90.00 i 00011PWARZI L'1R� PROPANE TANK MIN 10' FROM PROPERTY LINE MIN 10' FROM HOUSE •5' BLDG SETBACK LINE (N) JOINT UTILITY LINES 10' 6 i) J Q 6 z O O p ' r DO w zZ O o - J to O)� 0.4 LLJ J Orn -O W U Z Q U Z ; Q Ui w cn O C� OV�� cD Q a U U U) 00 = _ O -m a W U 0 = X a = U Q) o U In L` 0 E4 6 i) (N) WATER LINE z a' > O p ' O W Q J a Q O o - 0.4 LLJ J W U Z I Z ; Q Ui w cn O C� Q a U U U) 00 = O W U a O E_ I (E)100' WELL SETBACK 3 > i � o o �. U i I p O . p (E LARGE E)BARN i ALNUT 1 NORTH (,E) WELLAPN: 039-310-011 1�\ E) LARGE WA UTo (E) HOU E E) HOUqE:;(E) HOUSr- '------------ ----------- PGCE POLE FIRE HYDRANT♦ 160. 25 S89 49'00-E STANLEY AVENUE Date: 1-13-08 Scale: AS NOTED Sheet: 1f 11 of: 9 9 VerTech Engineering, Inc. BUTTE er 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Carl iV Ph. (530) 899-8716 Fax (530) 899-1102 MAY 15 2009 (,, Email: andy@vertechengineering.com DEVELOPMENT, 1�. eCI I SERVICES Structural Calculations Client: Tom Hall Project: Hall Residence Location: 1178 Stanley Ave, Chico, CA Rev 1 : Modified calculations for Tile roofing C" 4/2/09 RA -4 13o 8-i 35 BUTTECOUNTY BUILDING DIVISION APPPrt VED APR ]. 6 2009 1;/ 2,G1 oq P, � . Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: Tom Hall Residence 6/26/08 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2007 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING, INC.) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST, BUILDING DEPARTMENT APPROVED, STRUCTURAL DRAWINGS. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SPECIAL INSPECTION: FULL-TIME SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: NO SPECIAL INSPECTION IS REQUIRED FOR THIS PORJECT THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1,500 PSF PER CBC TABLE 1804.2. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES, AND SHALL BE COMPACTED A MINIMUM OF 90%. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1805.3.1 OF THE 2007 CBC, THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1805 OF THE 2007 CBC. K) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS AND UNDERLYING SOILS. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS THAT ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. v VERTECH ENGINEERING PROJECT: Tom Hall Residence 6/26/08 E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF ACI 31 S. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SUB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3- 1/2" SUB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 16'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER: 1 '/2" #6 BARS AND LARGER: 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: '/2 APA RATED 32/16 EXPOSURE 1, STRUCTURAL SHEATHING WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH id AT 6" O.C. EDGE, 12" O.C. FIELD U.N.O. PROVIDE 1/i" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 2. WALL SHEATHING: SEE PLANS 3. ANY SHEATHING WITH EXTERIOR EXPOSURE SHALL BE OF EXTERIOR TYPE. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. FLASHING AND WATERPROOFING OF EXPOSED ENDS SHALL BE PROVIDED BY THE CONTRACTOR TO PREVENT DECAY. GLUED LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1 AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2500 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 C2.) PARALAMS: PSUS (PARALLEL STRAND LUMBER) SHALL HAVE FB = 2900 PSI & FV = 290 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X .229" THICK PLATE WASHERS LOCATED AT 6-0" O.C. MAX. WITH ONE BOLT LOCATED V -0 - MAXIMUM FROM EACH END OF EACH PIECE. AT SHEAR WALL LOCATIONS, SILLS SHALL BE 3X MATERIAL LINO PER PLANS AND DETAILS. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FREE OF HEART CENTERS (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 1$" OF FOUNDATION, NAILS SHALL BE HOT DIPPED GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. BOLTS EXPOSED TO WEATHER SHALL BE GALVANIZED. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) ALL METAL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO WOOD. 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2007 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS; LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTOR'S OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE, WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 02 VERTECH ENGINEERING PROJECT: Tom Hall Residence n 4/2/09 /�' 64 POSTSITRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS, B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD, TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE, E.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. F.) SEE NOTE 6-1 D. FOR SILL AND ANCHOR BOLT SPECIFICATIONS. G.) WALL FRAMING RECEIVING NAILING AT 3" O.C. OR LESS SHALL BE 3X NOMINAL UNO PER PLANS AND DETAILS. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. E.) FASTENERS IN PRESERVATIVE OR FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALVANIZED. 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TO SUBMITTAL FOR PERMIT AND PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD 20 PSF REDUCIB A TOP CHORD DEAD LOAD 13.5 PSF BOTTOM CHORD DEAD LOAD 10 PSF TOTAL LOAD 43.5 PSF UPLIFT LOAD AS REQUIRED BY THE 2007 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = U360, TOTAL LOAD DEFLECTION = U240 8-2 CUT AND STACKED ROOF FRAMING. A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE UNIFORM BUILDING CODE (UBC 2320-12). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: 1. RAFTER MAXIMUM SPANS A. 2X6 DF -L #2: 9'-6" B. 2X8 DF -L #2: 13'-0" C. 2X10 DF -L #2:16'-6" 2. MINIMUM BRACE SIZE = 2X6 3. MAXIMUM BRACE SPACING = 4'-0" O.C. VERTECH ENGINEERING PROJECT: Tom Hall Residence 6/26/08 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: D D) WIND SPEED: 85 MPH EXP C s � 0 Project: Tom Hall Residence VerTech Engineering Page: r�; Engineer: CMR Date: 4i2/2009 Design of: Roof Frami Roof Loads DL= 23.5 psf LL= 20 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf T. C. Dead Load = 10 psf B.C. Dead Load = 13.5 psf Total Load = 43.5 psf Rafters (Patio Areas): Live Load = 20 psf Dead Load = 22 psf Total Load = 43.5 psf Typical Headers (uno) Use 6x8 DF#1 header, use (2) trimmers min. at all openings larger than 6'-0". VerTech Engineering 0 Project: Tom Hall Residence Page: _C,;;I Engineer: CMR Date: 4/2/2009 Design of: Gravity Loads Gravity Loads: Slope= 4 to 12 Roof Dead Load Ply 2.5 psf Roofing Tile 10.0 psf Framing 5.0 psf Gyp 2.2 psf Insul 1.5 psf Misc 1.3 psf Total (sloped) 22.5 psf Total (horiz) 23.3 psf Roof Live Load Roof Live Load 20.0 psf Wall Dead Load Stucco Siding 10.0 psf (exterior) 3/8 Ply. 1.8 psf 2x6 Framing 1.6 psf 2x4 non-bearing Framing 1.0 psf Gyp. 2.2 psf Insul. 1.4 psf Total 18.0 psf Wall Dead Load 2x4 Framing @ 16" o.c. 1.6 psf (interior) Gyp. 2 sides 4.4 psf Total 6.0 psf r ; t m W E 4 5Y Aawg p�, ES R R"9iy P 0.+. 'b§°.}A� °� s �,Re • "a+R j '�+� i 1 s A } to � e 7 }} � � 1 �� err � � r � f �.� i°p #�t ,�a i` �{�8 r„ � � •I� «a` t'k��R+>w�„ .. P� lug � is g ��� �'�#� a �r�¢r�('�YSY�y Fx d "{y+*a'd�* 7fty;j%gy,, K '� vs ° 43 ,+ .•ny,. } L"�a, T i"! R y�',t� � "-4 Jy t", o e F yer u i07 ����',�. I Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.7053 Longitude = -120.1561 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.176 (Ss, Site Class B) Sy 1.0 0.414 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.7053 Longitude = -120.1561 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.03 ,Fv = 1.586 F� , Fy Period Sa (sec) (g) 0:2 1.211 (SMs, Site Class D) 1.0 0.657 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.7053 Longitude = -120.1561 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.03 ,Fv = 1.586 Period Sa (sec) (g) 0.2 0.807 (SDs, Site Class D) 1.0 0.438 (SD1, Site Class D) VerTech Engineering Project: Tom Hall Residence Page: l O Engineer: CMR Date: 4/2/2009 :sign of: Wall Line Shear Forces due to Seismic Roof Veq(lbs) Roof Area (ft2) Floor Area (ftz) Ultimate Roof 5055 0 20722 Trib Area (ftz) Line Shear (lbs) Wall Line I Roof Floor W/S Roof Level Area (ft) Weight (lbs) Roof 5055 117791 Roof Snow (25%) 0 0 Floor 0 0 Height (ft) Length (ft) Weight (lbs) Walls 12 318 34344 Walls 9 150 4050 A Total 156185 Veq(lbs) Roof Area (ft2) Floor Area (ftz) Ultimate Roof 5055 0 20722 Trib Area (ftz) Line Shear (lbs) Wall Line I Roof Floor W/S Roof Level 1 179 524 2 567 1660 3 1295 3792 4 1953 5719 5 446 1306 6 616 1804 A 300 878 B 1684 4931 C 147 430 D 2426 7104 E 128 375 F 479 1403 Veq(lbs) ws 14802 D ASCE 7-05 Static Seismic Forces VerTech Engineering, Inc. Project: Tom Hall Residence Date: 4/2/2009 Comments: Seismic/Diaphragm Loads Units: Kips & Feet (UNO) Latitude 39.7053 N Longitude -121.8439 E Seismic Design Category D Ss 1.176 Mapped 0.2 sec spectral response Occupancy 2 0.414 Mapped 1 sec spectral response 1 1 Site Classl o :,WlIn accordance with Ch 20. TL 12 Fa 1.1 Site Coef, T 11.4-1 SMS 1.29 Max Considered EQ Fv 1.6 Site Coef, T 11.4-2 SM1 0.66 Max Considered EQ SDS 0.86 Design Spectral Response (0.2 Sec) 0.44 Design Spectral Response (1.0 Sec* System Light Framed Shear Walls R 6.5 Omega 3 Cd 4 Ht Limit 65 Cs 0.13 12.8-2 Max Cs 0.47 Min Cs 0.04 (.01 outside of SJ) Ct 0.02 x 0.75 Ta 0.14 Cu 1.4 Max T 0.20 No limit for drift Use T 0.14 Alt Ss 1.176 Ss may be 1.5 if 5 stories and regular V= 0.133 *W Height to Roof (hn) = 14 ft V= 20.7 k Vert Dist Exp. (k) 1 LEVEL STORY HT hi wi wi*hi^k Cvx VEQ E VEQ Diaphragm ROOF 14 14 156.185 2187 1.00 20.7 21 27 7th 0 0 0 0 0.00 0.0 21 0 6th 0 0 0 0 0.00 0.0 21 0 5th 0 0 0 0 0.00 0.0 21 0 4th 0 0 0 0 0.00 0.0 21 0 3rd 0 0 0 0 0.00 0.0 21 0 2nd 0 0 0 0 0.00 0.0 21 0 1 st 0 0 0 0 0.00 0.0 21 0 1 156. 85 7 VerTech Engineering Project: Tom Hall Residence Page: Engineer: CMR Date: 6/26/2008 ign of: Wall Line Shear Forces due to Wind Roof Level Wall Linell 1 End Zone End Zone Typ Wall Typ Wall Trib Area Wind Force Trib Area 2 Wind Force (ft^2) (psf) (ft^2) (psf) Line Shear (lbs) 78 18.30 12.70 1427 2 63 18.30 108 12.70 2524 3 18.30 284 12.70 3607 4 18.30 414 12.70 5252 5 18.30 119 12.70 1511 6 18.30 238 12.70 3016 A 63 18.30 12.70 1153 B 162 18.30 54 12.70 3650 C 18.30 60 12.70 762 D 18.30 342 12.70 4343 E 63 18.30 12.70 1153 F 141 18.30 12.70 2580 VerTech Engineering, Inc. ASCE 7-05 Wind Load Development Project: Tom Hall Residence Date: 06/26/08 Input Parameters: Mean Roof Height Building Dim X Build Dim Y Roof Type 15 ft 98 ft 56 ft Gable� 5 :12 Basic Wind Speed 85 mph Exposure C Occupancy 2 Importance Factor 1 Lambda at h 1.21 Roof Pltch 22.6 degrees End Zone (2a) X Y MWFRS 11.2 12 ft C&C 5.6 6 ft Subject to Topo effects from Typ End Zone upwind hill, ridge or escarpment N; Heht i lambda Wall s Wall s Kzt 15 1.21 12.7 18.3 Simple Diaphragm Yes 20 1.29 1.35 13.5 14.2 19.5 20.4 Low Rise Yes 25 30 1.4 14.7 21.2 Open Building No 35 1.45 15.2 21.9 Partially Enclosed No 40 1.49 15.6 22.5 Regular Shaped Yes 45 1.53 16.1 23.1 Building Flexible No 50 1.56 16.4 23.6 Special considerations No 55 1.59 16.7 24.0 Approximately symetricai Yes 60 1.62 17.0 24.5 Torsional No Method 1 OK for MWFRS Method 1 OK for C&C PS30 Horiz PS30 Vert Lee Roof Wind Roof Lee Roof Wind Wind Roof Wall End Roof End Wall Int Roof Int End End Int Int -7.1 OH -15.5 15.1 -0.8 10.5 0.1 0.0 -10.0 -1.2 -9.1 -2.4 -7.0 -0.4 -1.6 0.0 0.0 0.0 0.0 Wind Load at Mean Roof Height (h) -8.6 -18.7 1 i.3 -1.0 12.7 0.2 -12.0 -11.0 -8.5 -0.4 -1.9 0.0 0.0 0.0 0.0 0.0 -1.5 -3.0 Pnet30 Roof Int Roof End Roof Corn Wall Int Wall End 7.5 7.5 7.5 13 13 -11.9 -20.7 -30.6 -14.1 -17.4 C&C Loads at Mean Roof Height 9.1 9.1 9.1 15.7 15.7 -14.4 -25.0 -37.0 -17.1 -21.1 Lee OH -12.5 0.0 -15.1 0.0 13 Shear Wall Design Program VerTech Engineering Project: Tom Hall Residence Date: 4/2/09 Location: Studs at 24" o.c. Units (UNO): lbs, in Panel Thickness 3/= Panel Orientation Dimension Across Studs Nail Type -short ad Anchor Bold Diam. 1/2 Stud Spacing 24 in o.c. Spec Grav Of Framing 0_5 _ -_ Spec Grav Of Framing C -D, C C USC 21-2, USC 23 3 Fnd Sill Plate Grade DFL AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186. 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening AB Spacing (ft) Load Fastener Cond A Cond B Fastener Cond A Cond B 2X Sill 3X Sill 6 220 2 8.4 0 8 24.5 0 3.75 4.41 4* 320 2 5.8 0 8 16.9 0 2.58 3.03 4 320 2 5.8 0 8 16.9 0 2.58 3.03 3, Note 1 410 2 4.5 0 8 13.2 0 1.01 2.37 2, Note 1 530 2 3.5 0 8 10.2 0 0.78 1.83 44, Note 1 640 4 4.2 Note 2 8 8.4 Note 2 NG 1.52 33, Note 1 820 4 3.3 Note 2 9 5.3 Note 2 NG 1.18 22, Note 1 1060 4 2.6 Note 2 9 4.1 Note 2 NG 0.92 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing 5 ............ F ....._Wlnd....... ......... VerTech Engineering 6.00 ........................................................................ Seismic Project: Tom Hall Residence 6 .................. Wind..............3023 ....... Page- ........................................................................ � 5 Engineer: CMR 30.:25...............1.59..................:�.0..................6.......................6.. A ............... Wind ....... ......... 1.153 (Shear Transfe Date: Seismic878 4/6i2009 Design of: Shear Walls Framing W.ind..............4.8.0.2.............30:25.......1.......3 1.:00..................6 .....................6.. Seismic5809 ............................ ..... ........................................................ I ................... Panel Shear Walls ........................................................................ ..................Wind....................................1.......1. 6" 7 6 2.. E2:.00. ..................Wind...............4343...... Seismic 430 s.. " D 197 Resistive A35 Sill Allowable stulds at Stwls at Lateral Wall Attachment Attachment Shear Wall Is" O.C. 24„ o.c. Load Load Length Length Length Load/ft Laao Edge Nail Edge NO Wall CaseI( bs)Iftl I(�b/tt Ma�iScation In In �'� ijk :'4L4"ii 1Wind ....................................................................................................................................................................................................................................................................................... 1427 4.75 4.75 4.75 300 1.00 4"" 4"" ....................................................................................................................................................................................................................................................................................... Seismic 524 110 1.00 6" 6" 2Wind ....................................................................................................................................................................................................................................................................................... 2524 15.25 15.25 15.25 166 1.00 6" 6" ............................ Seismic .......Wind...............3607..............23.75.............23.75 1660 ............23.75...............152.....................00..................�....................... 109 1.00 6" 6" ...................................................................................................................................................................................................................................................................................... �............. .....................................................................I.............. Seismic 3792 .............................................................................................................. 160 1.00 6" 6" 4 ........................................... Wind 5258 .31.00 1 31:00 31.00 ......................................................................................................................................... 170 1.00 6" 6" .................................................................................... S.eismic................. ........................ ............................ 5.7.1.9....... nn ( ............................................................................................................. I e nn 184 men 1.00 .'1,f%,^,, nn 6" 6" 5 ............ F ....._Wlnd....... ......... 1511 .................................................. 6.00 ........................................................................ Seismic 1306 6 .................. Wind..............3023 ....... ....... 18.00.......1.......E ........................................................................ Seismic1804 30.:25...............1.59..................:�.0..................6.......................6.. A ............... Wind ....... ......... 1.153 (Shear Transfe ........................................................................ Seismic878 6" B .................. W.ind..............4.8.0.2.............30:25.......1.......3 1.:00..................6 .....................6.. Seismic5809 ............................ ..... ........................................................ I ................... 36 .........121..................1.00..................T��..................... ........................................................................ ..................Wind....................................1.......1. 6" 7 6 2.. E2:.00. ..................Wind...............4343...... Seismic 430 s.. " D 197 1.00 36.00 3 Wind 1 1153 F 1.a.:00...............16a..................:0.0...................0...........................6.. ................................................................................................... 1001.00 6" 6" ie..P)........................................................................................................... 30.:25...............1.59..................:�.0..................6.......................6.. ................................................................................................... .................................................................................................... 1921.00 ................................................................................................... 6" 6" .................................................................................................... 12.:00 ..................64................... 1.:00..................6 .....................6.. 36 .........121..................1.00..................T��..................... 1.00 6" 6" 36.00 ...6...................................................1....................................................... s.. " 197 1.00 6" 6" 6"........ 6., . ................... .. .." A." LX VerTech Engineering Project: Tom Hall Residence Page:_ t ('17 Engineer: CMR Date: 4/6/2009 Design of ' Shear Walls Stability Overturning, Overall Resistive Gravity OT OT Righting Net Holddown Load Length Length Load Height Moment Moment M/D Tvpe Wall Case ft ft Ib/ftmom ft ft-Ib ft-Ib Ib +r .' 475 4.75 150 9 12843.... ....... 1692...., -2466 HDU2 ,.........1 ......... .Wind Seismic ............................................................................................... ..,..4717.........1692 .. -672 ...... ............................ ........Wind...............10.00..............10.00................150......................9...............14897 .................................................................. 7500 990 HDU2 ..................................................................................................................................................................... Seismic ................................. 9798..............7500............,..,,305.......... . HDU2 .3....................Wind..............23.75..............23.75................150....................12...............43282..........42305...............635.......... Seismic _ 45503 , 42305 ...........313......,... .................................................. 4 Wind...............24:00.......1...... 24:00.......1.......... 150...................... 9..................36635..........43200...............326.......... HDU2 .................... 39546..........43200 ................40............ .Seismic.... Wind ...........12................14247.............3675...............1685........ HDU2 ...............7:00.........1........700.........1.........150......... ................................................ 1..5495............... 3675................... 1741.. _Seismic HDU2 .............5....................Wind...............3:00.........1........3.00.........1.........150.........1...........-9...................6801.................675.................21-17........ Seismic5877 .........................................75 6............................................. 1756 ( ............................. I 27204 24300 611 HDU2 .............6....................Wind..............:1d:00.......1.......18.00......1.........150.........1............ Seismic 16233 ..,-24300 -313 A I.......................... Wind ......................r..........................................................................)................................... Shear Transferred to Ling 8 HDU2 1........... 8...................Wind....... .Seismic.... Wind...............7:75.................7:75..................150....................12................1476445051518 ......... ........... :12 ................ IAZ64 4505 1518 HDU2 ................... Seismic ........ 17860 4505 1781 ............. I............... HDU2 .Wind................9:00.........1........900........1.........150........1...........12................17145............6075...............1455........ Seismic 2.0741................ 6075.. 1.6.9.7 I.......................................................... No HD Req'd ...............................Wind..............12:00.......1.......12:00.......1.........150.........1............9...................685x.............1.0800.................'28........... Seismic 3874 ...................................................................................... 10800 -487 �...........0 Wind HDU2 .................. ...............12.00.......1.......12:00.......1.........150........1...........:9..................13030...........1-0800..............4x6.......... Seismic 21311 ................................................................................ 10800 966 ............................. I HDU2 .Wind..............10:00.......1.......10:0o.......I.........150.........1...........12................14478............7500.................948.......... Seismic 23679 7500 1693 ............................ ...................................................................................... HDU2 .Wind ...............6:00.........1........6:00.................150....................9...................6515..............2700.................786.......... 10655 2700 1371 .Seismic .......................................7....0..............1.1.3....1......... HDU4 .............E...................Wind...............3:00.........1........3:00.........1.........150.........1............9..................10373..............675.................330x........ 3373 675 922 L............F -Seismic HDU2 ....................Wind................9:00.........1........9:00........1.........150.........�............9.................23217............6075...............2130........ Seismic 12623 .6075 ,795........,, PROJECT ENGINEER CM2-- DESIGN ML DESIGN OF VER TECH ENGINEERING PAGE / ;I- DATE Force Transfer Around Opening In Shear Wall VerTech Structural Engineering Project: Tom Hall Residence Date: 4/2/2009 Location: Wall Line C Wall Shear 762 1.00 Wall Dead Load 150 plf -26 Wall Length 12 ft OT Force -238 Wall Height 9 ft 159 Window Length 2.5 ft A B C Window Height 4.5 ft D E Window X dim 4.75 ft F G H Window Y dim 3.50 ft 4.50 Element Dimensions n ira% %I t...-:.. 1-1A D 11-1- I$\ V vmri InIA P uar1 lift A 4.75 1.00 64 302 -26 -26 B 2.5 1 1.00 64 159 -53 -53 C -_ 4.75 1_00 64 302 -26 D 4.75 4.50 80 _-2_6 r 381 -26 -119 E ---4.75 4.50--'—_— 80 381 j -26 -119 F 4.75 3.50 t 64 _ 302 j -26 -93 G 2.5 3.50 - 64 — --- 159- _ - 53 _-- -185 --- H _ 4.75 3.50 64 302 26 1 -93 max ou pir Static Tie Forces Tie force into D Tie force into E Tie force From F Tie force from H Element Equilibrium Tie force at top of window into D Tie force at top of window into E Tie force at bott of window into F Tie force at top of window into H 79 79 # 79 # 79 -66 -66 -93 -93 # Max 79 # -cv Nn Upper Left Upper Right Lower Left Lower Right Upper Left Upper Right Lower Left Lower Right COMPANY PROJECT WoodWorks® 383VerTech Engineering, Inc. Tom Hall Residence 383 Rio Linda Ave. X200 08-195 Chico, CA 95926 B1 (530) 899-8716 Design Check Calculation Sheot Sizer 2002a LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Ct CL 2970 Total Start End Start End Load? Loadl Dead Full area 23.50(16.50)* Length No Load2 Constr. Full area 20.00(16.50)* 0.30 = No *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 18' Dead 3654 Value 3654 Live 2970 Ct CL 2970 Total 6624 Fv' = 6624 Bearing: 1.00 Bending(+) fb = Length 2.0 2975 2.0 Glulam-Simple, VG West.DF, 24F -V4, 5-1/8x15" Self Weight of 18.26 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value IDesiqn value Anal sis/Desi n Ct CL Shear fv @d = 111 Fv' = 237 fv/Fv' = 0.47 1.00 Bending(+) fb = 1861 Fb' = 2975 fb/Fb' = 0.62 E' = 1.8 million Live Defl'n 0.30 = L/718 0.60 = L/360 0.50 Total Defl'n 0.85 = L/252 0.90 = L/240 0.95 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LCS Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 0.993 1.00 1.00 2 Fv' = ISO 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 bending(+): LC# 2 = D+C, M = 25808 lbs -ft Shear : LC$ 2 = D+C, V = 6624, V@d = 5704 lbs Deflection: LCN 2 = D+C EI=2594.99e06 lb -int Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (all LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT / WoodWorksVerTech 383Ri Engineering, Inc. Tom Hall Residence 3i3 Rio Linda Ave. #200 08-195 Chico, CA 95926 B2 W)ITWARF FOR WOOD DESIGN (530) $99-8716 Apr 9, 9n09 11, Design Check Calculation Sheet Sizer 2002a LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? Shear Loadl 21 Dead Full area 23.50 (6.00)* 723 No Load2 Constr. Full Area 20.00 (6.00)* 678 No 1696 *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Ll n, 6' Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Dead V 310 Desi n 924 Anal ais/Desi n Shear fv d= 21 Live 298 fv/Fv' = 0.20 723 fb = 122 Fb' = 1687 Total 678 fb = 1696 Fb' = 1687 fb/Fb' = 0.07 Deflection: Interior Live Fearing: <L/595 0.20 = L/360 1.0 Tofal 0.0 <L/999 Len th 1.0 0.03 Cantil. Live 0.00 - <L/999 0.17 = Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Desi n Value Anal ais/Desi n Shear fv d= 21 Fv' = 106 fv/Fv' = 0.20 Bending(+) fb = 122 Fb' = 1687 fb/Fb' = 0.07 Bending(-) fb = 124 Fb' = 1687 fb/Fb' = 0.07 Deflection: Interior Live 0.00 = <L/595 0.20 = L/360 0.02 Tofal 0.01 - <L/999 0.30 = L/240 0.03 Cantil. Live 0.00 - <L/999 0.17 = L/180 0.00 Total 1 0.00 = <L/999 0.25 = L/120 1 0.01 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC$ Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb'-= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M - 840 lbs -ft Bending(-): LCii 2 = D+C, M = 854 lbs -ft Shear : LCM 2 = D+C, V = 963, VQd = 746 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verifydhat the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Zfl COMPANY PROJECT ® Chi VerTech Engineering, Inc. Tom Hall Residence L 12) WoodWorks Rio Linda Ave. #200 08-195 Chico, CA 95926 B3 SOFTWARE FOR WOOD DESIGN (530) 899-8716 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? Shear Loadl Load2 25 Dead Constr. IFull Area23.50 Full area (7.00)* 20.00 (7.00)* 1065 No No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 6' 8--6° Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=psi, and In) Criterion Analysis w Design Value Anal sis/Desi n Shear fv @d = 25 Dead 439 fv/Fv' = 0.23 1065 fb = 141 Fb' = 1687 Live 347 fb = 843 1900 Fb' = 1687 fb/Fb' = 0.09 Deflection: Interior Live Total 786 0.20 = L/360 0.02 Total 0.01 = <L/999 Bearing: L/240 0.04 Cantil. Live 1 0 <L/999 0.0 L/180 Length 1.0 0.00 = . 1 0.25 = L/120 1 0.01 Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=psi, and In) Criterion Analysis Value Design Value Anal sis/Desi n Shear fv @d = 25 Fv' = POG fv/Fv' = 0.23 bending(+) fb = 141 Fb' = 1687 fb/Fb' = O.OQ Bending(-) fb = 144 Fb' = 1687 fb/Fb' = 0.09 Deflection: Interior Live 0.00 = <L/999 0.20 = L/360 0.02 Total 0.01 = <L/999 0.30 = L/240 0.04 Cantil. Live 0.00 = <L/999 0.17 = L/180 0.00 Total 0.00 = <L/995 1 0.25 = L/120 1 0.01 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LCN Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb'-- 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 2 E. = 1.6 million 1.00 1.00 bending(+): LCN 2 = D+C, M = 974 lbs -ft Bending(-): LCN 2 = D+C, M = 990 lbs -ft Shear : LCN 2 = D+C, V = 1116, V@d = 865 lbs Deflection: LCN 2 = D+C EI= 628.73eO6 lb -int Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. /1\ COMPANY PROJECT VerTech Engineering, Inc. Tom Hall Residence WoodWorks® Chi Rio Linda Ave. X200 08-195 Chico, CA 95926 B4 SOF7wARF FOR WOOD D"ICh (530) 899-8716 . Design Check Calculation Sheet Sizer 20022 LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Live 746 46 705 134 Start End Start End Load? Loadl Dead Full Area 23.50 (6.50)* L/360 L/240 L/180 L/120 No Load2 Constr. Full area 20.00 (6.50)* 1.00 No -1 L.Lvul.aLy YY1ul.11 k U MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : n. it 14'-6" Dead 948 Value 1447 Value anal sia/Desi n Live 746 46 705 134 113 l0i 1687 1687 fv/Fv' 0.44 fb/Fb' = 0.42 fb/Fb' = 0.08 Total 1694 <L/»9 L/573 L/583 L/200 2586 L/360 L/240 L/180 L/120 0.22 0.42 0.31 0.60 Bearing: 2 Fcp'= 625 1.0 1.00 0.0 -Length 1.0 1.00 2 Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; ci=rTION vs_ f]ESIGN CODE Nns_iw: r stress=osi. and in 1 Criterion ?nal sia Value Desi n Value anal sia/Desi n Shear Bending(+) Bending(-) fv Qd = fb - fb = 46 705 134 Fv' = Fb' = Fb' = l0i 1687 1687 fv/Fv' 0.44 fb/Fb' = 0.42 fb/Fb' = 0.08 Deflection: Interior Live Total Cantil. Live Total 0.05 = 0.25 = 0.05 = 0.15 = <L/»9 L/573 L/583 L/200 0.40 = 0.60 = 0.17 = 0.25 = L/360 L/240 L/180 L/120 0.22 0.42 0.31 0.60 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC$ Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb'-= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 E. = l.i million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 4862 lbs -ft Bending(-): LC(i 2 = D+C, M = 522 lbs -ft Shear : LC$ 2 = D+C, V = 1848, V@d = 1614 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow w=wind I=impact C=construction CLd=concentrated) (?ll LC's are listed in the analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY VerWoodWorks® 383 Ri h Engineering, Inc. 383 Rio Linda Ave. X200 Chico, CA 95926 I (530) 899-8716 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pattern Live 918 57 Start End Start End Load? Loadl Dead Full area 23.50 (8.00)* 1687 No Load2 Constr. Full area 20.00 (8.00)* 1687 No -•rriouLary wiatn lrt) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' PROJECT Tom Hall Residence 08-195 B5 12' 14'-6" Dead 1150 Value 1756 Value analsis/Desi n Live 918 57 1402 106 fv Fv' = 0.53 Total 2069 861 3157 1687 fb/Fb' = 0.51 Bearing: fb = 163 Fb' = 1687 fb/Fb' = 0.10 -Length 1.0 <L/999 1.0 L/360 0.0 Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: top= full, bottorrtr at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value analsis/Desi n Shear fv @d = 57 Fv' = 106 fv Fv' = 0.53 Bending(+) fb = 861 Fb' = 1687 fb/Fb' = 0.51 Bending(-) fb = 163 Fb' = 1687 fb/Fb' = 0.10 Deflection: 0.11 = <L/999 0.40 = L/360 0.27 Interior Live Total 0.31 = L/470 0.60 = L/240 0.51 Cantil. Live 0.06 = L/474 0.17 = L/180 0.38 Total 0.18 = L/164 0.25 = L/120 0.73 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+- 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb'-= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' - 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LCii 2 = D+C, M = 5936 lbs -ft Bending(-): LC$ 2 = D+C, M = 1126 lbs -ft Shear : LC# 2 = D+C, V - 2256, V@d = 1971 lbs Deflection: LC$ 2 = D+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. �3 COMPANY PROJECT VerTech Engineering, Inc. Tom Hall Residence WoodWorks® Chi Rio Linda Ave X200 08-195 Chico, CA 95926 B6 SOPIWA0POA WOOD DOWA (530) 899-8716 Design Check Calculation Sheet Sizer 2002a LOADS: (Ibs, psf, or plf ) Load Type Distribution Magnitude Start End Location (ft] Start End Pattern Load? Loadl Dead Point 1760 8.00 No Load2 Constr. Point 1402 8.00 No Load3 Dead Point 1760 16.00 No Load4 Constr. Point 1402 16.00 No Loads Dead Point 1760 24.00 No LoadG Constr. Point 1402 1 24.00 1 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Criterion ?nal sis Value 32' 0' Shear fv @d = 71 Fv' = 237 3049 Dead 3049 Fb' = 2720 2103 Live 2103 1.07 - L/360 5152 Total 5152 1.60 = L/290 O.a3 Bearing: 1.5 Len th 1.5 Glulam-Simple, VG West.DF, 24F -V4, 5-1/ix21" Self Weight of 25.56 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LCN Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 0.507 1.00 1.00 2 Fv' = 150 1.25 1.00 1.00 Fcp'- 650 1.00 1.00 2 E' = 1.8 million 1.00 1.00 Bending(+): LCN 2 = D+C, M = 53e69 lbs -ft Shear : LCN 2 = D+C, V = 5152, VQd = 5107 lbs Deflection: LCN 2 = D+C EI=7115.28e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). FdL. Criterion ?nal sis Value Desi n Value Analysis/Design Shear fv @d = 71 Fv' = 237 fv/Fv' = 0.30 Bending(+) fb = 1716 Fb' = 2720 fb/Fb' = 0.63 Live Defl'n 0.55 = L/695 1.07 - L/360 0.52 Total Defl'n 1.33 = L/288 1.60 = L/290 O.a3 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LCN Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 0.507 1.00 1.00 2 Fv' = 150 1.25 1.00 1.00 Fcp'- 650 1.00 1.00 2 E' = 1.8 million 1.00 1.00 Bending(+): LCN 2 = D+C, M = 53e69 lbs -ft Shear : LCN 2 = D+C, V = 5152, VQd = 5107 lbs Deflection: LCN 2 = D+C EI=7115.28e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). FdL. COMPANY PROJECT WoodWorks0 383 Ri h Engineering, Inc. Tom Hall Residence 383 Rio Linda Ave. #200 08-195 Chico, CA 95926 137 SOFMARE FOR WOOD DESIGN (530) 899-8716 A nr 7,9009 31,34,34 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 1062 Total Start End Start End Load? Loadl Dead jPoint 1070 7.00 No Load2 Constr. lFoint 850 7.00 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 14' Dead 637 Value 637 425 Live 425 Shear 1062 Total 1062 237 fv/Fv' = 0.11 Bearing: fb = 651 1.0 Length 1.0 Live Defl'n 0.06 = Glulam-Simple, VG West.DF, 24F -V4, 5-1/8x12" Self Weight of 14.61 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; AFCTION vc_ DESIGN CODE NDS -1217: ( stress=osi. and in I Criterion Analysis Value Design Value Anal sis/Desi n Shear fv 0d - 26 Fv' = 237 fv/Fv' = 0.11 Bending(+) fb = 651 Fb' = 3000 fb/Fb' = 0.23 Live Defl'n 0.06 = <L/995 0.47 = L/360 0.14 Total Defl'n 0.15 = <L/999 0.70 = L/240 0.22 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 7078 lbs -ft Shear : LCN 2 = D+C, V = 1062, V@d = 1048 lbs Deflection: LCN 2 = D+C EI=1328.38e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Bums shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). (5 � M COMPANY PROJECT VerTech Engineering, Inc. Tom Hall Residence WoodWorks' Chi Rio Linda Ave. #200 011-195 Chico, CA 95926 138 SO"WARe FOR WU0a Pr510ly (530) 899-8716 Design Check Calculation Sheet Sizer 20022 LOADS: ( Ibs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pattern 1445 fv ed = 78 Start End Start End Load? Loadl Dead Full Area 23.50(18.50)* 2647 No Load2 Constr. Full Area 20.00(11.50)* L/360 No "1LIVUt.fLLY W1ULLA k L/ MAXIMUM REA n' :TIONS (Ibs) and BEARING LENGTHS (in) : 6'-6" anal sis Value Desi n 124-- Dead 1445 fv ed = 78 120? Live 1203 1ending(+) fb 2G4 Total 2647 fb/Fb' = 0.67 Live Defl'n 0.05 = Searing: 0.22 - L/360 0.22 1.0 Len th 1.0 0.32 = L/240 0.33 Timber -soft, D.Fir-L, No. 1, 6xi" Self Weight of 9.8 plf 2utom2tically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SFCTIAN vc_ DESIGN CODE 14DS-1997: ( stress=psi, and in ) Criterion anal sis Value Desi n Value Anal sis/Desi n Shear fv ed = 78 F; = 106 fv/Fv' = 0.73 1ending(+) fb 1001 Fb' = 1500 fb/Fb' = 0.67 Live Defl'n 0.05 = <L/995 0.22 - L/360 0.22 Total Defl'n 0.11.= L/737 0.32 = L/240 0.33 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LCR Fb'+- 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 E' = 1.6 million 1.00 1.00 2 Bending(+): LCR 2 = D+C, M = 4302 lbs -ft Shear : LCR 2 = D+C, V = 2647, V@d = 2138 lbs Deflection: LCR 2 = D+C EI= 309.37e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D -dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks' YOFTwAXE FOR WOOD DESICAO COMPANY 383 Ri h Engineering, Inc. 3=3 Rio Linda Ave. #200 Chico, CA 95926 (530) 899-8716 PROJECT Tom Hall Residence 08-195 RR1 L Design Check Calculation Sheet n Sizer 2002a fv (3d = LOADS: ( Ibs, psf, or pif ) Fv' = Load Type Distribution Magnitude Location Ift) Pattern fv Start End Start End Load? Fending(+) Load/ Dead Full area 22.00 (29.0)* No G55 Load2 Constr. Full area 20.00 (24.0)* No 1tG� *Tributary Width (in) 35 Fending(-) fb = MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Fb' = 7'-4.5" fb 2'_7.6"---- Deflection: Interior Live 0.05<L/»� 9'-6" L/360 0. 2'-6" 1� 150 0.10 = Dead 310 124 = Live 256 274 Total 567 Cantil. Live Bearing: 1.0 __Length 0.0 1.0 Lumber-soft, D.Fir-L, No.1, 2x6" 23 Spaced at 24" c/c; Pitch: 4.0/12;, Total length: 10'-0.2", Self Weight of 1.96 plf automatically included in loads; (refer to online help); Load combinations: ICC IBC; O.OG = Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted 0.2G = SECTION vs DESIGN CODE NDS-1997: (stress=psi, and in) Criterion Analysis Value Desi n Value anal 7/F ADDITIONAL DATA: LC$ FACTORS: F CD CM Ct CL CF CV Cfu Cr 1000 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.15 2 Fb'+= Fb'-= 1000 1.25 1.00 1.00 0.973 1.30 1.000 1.00 1.15 2 F1' = 95 1.25 1.00 1.00 - Fcp'- 625 1.00 1.00 2 E' = 1.7 million 1.00 1.00 bending(+): LCN 2 = D+C, M = 413 lbs-ft Bending(-): LCS 2 = D+C, M = 277 lbs-ft = 331, V@d = 295 lbs Shear : LCS 2 = D+C, V Deflection: LC$ 2 = D+C EI= 35.35e06 lb-int+ Load Deflection. Total Deflection = 1.00(Dead Load Deflection) Live W=wind I=impact C=construction CLd=concentrated) (D=dead L=live S=snow listed in the analysis output) (All LC's are DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. be extended to the middle 2/3 of 2 span 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions beams and to the full length of cantilevers and other spans. according to the provisions of NDS Clause 4.4.1. 3. Sawn lumber bending members shall be laterally supported 4, SLOPED BEAMS: level bearing is required for all sloped beams. n Shear fv (3d = 54 Fv' = 11� fv 95 Fending(+) fb = G55 Fb' = 1tG� fb 35 Fending(-) fb = 439 Fb' = lily fb 24 Deflection: Interior Live 0.05<L/»� 0.25 = L/360 1� 0.10 = L/i4�0.37 = L/240 2ZsTotal 1G Cantil. Live 0.03<L/9» O.lflL/1t0 23 Total O.OG = L/521 0.2G = L/120 COMPANY PROJECT VerTech Engineering, Inc. Tom Hall Residence WoodWorks� Chi 08-195 RR2 Rio Linda Ave. X200 Chico, CA 95926 RR2 sorlw4mefoir WOOD DUIGN (530)899-8716 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pattern Bearing: -Length 0.0 1.0 18 Start End Start End Load? Loadl Dead Full Area 22.00 (24.0)* Fb' = Fb' = No Load2 Constr. Full Area 20.00 (24.0)* <L/S95 No *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 2'-6" V-5.2" 8'-5.2" 10'-6" 2� 18'-6" Dead Live Total 293 242 535 Value 450 371 021 Value 155 128 282 Bearing: -Length 0.0 1.0 18 1.0 119 1.0 Lumber -soft, D.Fir-L, No.1, 2x6" Spaced at 24" c/c; Pitch: 4.0/12;, Total length: 19'-6", Self Weight of 1.96 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; WARNING: Member length exceeds typical stock length of 18.0 [ft] SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Desi n Value Analysis/Design Shear fv @d = 18 Fv' = 119 fv/Fv' = 0.57 Bending(+) Bending(-) fb = fb = 174 1014 Fb' = Fb' = 1865 1830 fb/Fb' = fb/Fb' = 0.36 0.55 Deflection: 0.05 = <L/S95 0.2e = L/360 1.00 0.19 Interior Live Total 0.12 = L/860 0.42 - L/240 0.28 Cantil. Live 0.01 = <L/S59 0.10 = L/180 0.04 Total 0.02 = <L/995 1 0.26 = L/120 0.06 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LCII Fb'+= 1000 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.15 2 Fb'-= 1000 1.25 1.00 1.00 0.979 1.30 1.000 1.00 1.15 2 Fv' _ 95 1.25 1.00 1.00 2 Fcp'= 125 1.00 1.00 - E' 1.7 million 1.00 1.00 2 Bending(+): LCN 2 = D+C, M = 425 lbs -ft Bending(-): LC# 2 = D+C, M = 13� lbs -ft Shear : LC# 2 = D+C, V = 412, V@d = 375 lbs Deflection: LCN 2 - D+C EI= 35.35e01 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S -snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. 28 VerTech Engineering Project: Tom Hall Residence Page: Engineer: CMR Date: 6/26/2008 Desiqn of: 4x Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c CD 1400 1600000 3.5 0.3 0.8 1.25 Stability Reduction Column Capacity (Ibs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.80 1124 13773 21644 29515 37385 45256 6 0.70 973 11925 18739 25554 32368 39182 7 0.58 815 9981 15685 21388 27092 32795 8 0.48 673 8244 12954 17665 22376 27086 9 0.40 557 6819 10716 14612 18509 22405 10 0.33 464 5688 8938 12189 15439 18689 11 0.28 391 4795 7535 10275 13016 15756 12 0.24 334 4086 6422 8757 11092 13427 13 0.21 287 3518 5529 7539 9549 11560 14 0.18 250 3057 4805 6552 8299 10046 15 0.16 219 2680 4211 5742 7273 8805 16 0.14 193 2367 3719 5071 6424 7776 17 0.12 172 2105 3307 4510 5713 6915 18 0.11 154 1883 2960 4036 5112 6188 19 0.10 138 1695 2663 3632 4600 5569 20 0.09 125 1533 2409 3285 4161 5037 21 0.08 114 1393 2189 2985 3782 4578 22 0.07 104 1271 1998 2725 3451 4178 23 0.07 95 1165 1831 2496 3162 3828 24 0.06 87 1071 1683 2296 2908 3520 25 0.06 81 988 1553 2118 2683 3247 26 0.05 75 915 1437 1960 2483 3005 27 0.05 69 849 1334 1819 2304 2789 28 0.05 64 790 1241 1693 2144 2595 29 0.04 60 737 1158 1579 2000 2421 30 0.04 56 689 1083 1476 1870 2264 Z9 VerTech Engineering Project: Tom Hall Residence Page: Engineer: CMR Date: 6/26/2008 Design of: 6x Timber Column Design Values Per NDS 3.7 VerTech Engineering M DF-L(N) #1 Fc E d KCE c Co 1000 1600000 5.5 0.3 0.8 1.25 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 6X6 6Xi 6X10 6X 5 0.96 955 28899 39407 49916 60422 5 6 0.93 932 28203 38458 48714 58970 7 0.90 902 27299 37226 47153 57080 8 0.86 865 26156 35667 45178 54689 9 0.82 818 24757 33759 42762 51764 10 0.76 764 23123 31532 39940 48348 11 0.70 705 21323 29077 36831 44585 12 0.64 643 19459 26535 33611 40688 13 0.58 583 17633 24044 30456 36868 14 0.53 526 15917 21706 27494 33282 15 0.47 474 14354 19573 24792 30012 16 0.43 428 12953 17664 22374 27084 17 0.39 387 11713 15972 20231 24490 18 0.35 351 10619 14480 18342 22203 19 0.32 319 9656 13167 16679 20190 20 0.29 291 8808 12011 15214 18417 21 0.27 266 8060 10991 13922 16853 22 0.24 245 7399 10089 12779 15470 23 0.23 225 6812 9289 11765 14242 24 0.21 208 6289 8576 10863 13150 25 0.19 192 5823 7940 10058 12175 26 0.18 179 5405 7370 9336 11301 27 0.17 166 5030 6858 8687 10516 28 0.16 155 4691 6397 8103 9808 29 0.14 145 4385 5979 7574 9168 30 0.14 136 4107 5601 7094 8588 Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Tom Hall Residence Date: 06/26/08 Location: 10'-0" Wall -Garage door opening Lumber: DF -L *1 Timber _L Material Properties Fb 1200 psi Fc 1000 psi E 1.6 E6 psi Config/Loading P 6766.667 lbs D1 5.5 in D2 5.5 in e1 0 in e2 0 in Lu1 10 ft Lu2 0.25 ft Addl M1 1897.083 ft -Ib Addl M2 0 ft -Ib Section Properties A 30.3 in^2 S1 27.7 in^3 S2 27.7 in^3 11 76.3 in A4 12 76.3 in A4 Modification Factors CD 1.33 CM 1 Ct 1 CL 0.99 1.00 CF (Fb) 1.5 1.5 CF (Fc) 1.15 1.15 Cp 0.54 Cfu 1 Cr 1.15 Cf 1 Combined Flexure/Axial fc 223.7 Fc' 819.3 fb1 821.0 Fb1' 2375.3 FcE1 1008.3 fb2 0.0 Fb2' 2393.6 FcE2 1613333.3 FbE 17496.4 Interaction: 0.5 OK if<1. 3� Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Tom Hall Residence Date: 06/26/08 Location: Typical 9" Wall - 4'-0" opening Lumber: DF -L1 Timber ---- Material Properties Fb 1200 psi Fc 1000 psi E 1.6 E6 psi Config/Loading P 1866.667 lbs D1 5.5 in D2 1.5 in e1 0 in e2 0 in Lu1 9 ft Lu2 0.25 ft Addl M1 423.9 ft -Ib Addl M2 0 ft -Ib Section Properties A 8.3 in A2 S1 7.6 in^3 S2 2.1 in^3 11 20.8 in A4 12 1.5 in A4 Modification Factors CD 1.33 CM 1 Ct 1 CL 0.57 1.00 CF (Fb) 1.5 1.5 CF (Fc) 1.15 1.15 Cp 0.62 Cfu 1 Cr 1.15 Cf 1 Combined Flexure/Axial fc 226.3 Fc' 942.4 fb1 672.6 Fb1' 1357.2 FcE1 1244.9 fb2 0.0 Fb2' 2393.9 FcE2 120000.0 FbE 1446.0 Interaction: 0.7 OK if<1. 3l Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Tom Hall Residence Date: 06/26/08 Location: Typical 9" Wall - 6'-0" opening Lumber: FD7F-L7*1 Timber Material Properties Fb 1200 psi Fc 1000 psi E 1.6 E6 psi Config/Loading 20.8 in^4 P 2566.667 lbs D1 5.5 in D2 1.5 in el 0 in e2 0 in Lul 9 ft Lu2 0.25 ft Addl M1 582.8625 ft -Ib Addl M2 0 ft -Ib Section Properties A 8.3 in A2 S1 7.6 in"3 S2 2.1 in^3 11 20.8 in^4 12 1.5 in^4 Modification Factors CD 1.33 CM 1 Ct 1 CL 0.57 1.00 CF (Fb) 1.5 1.5 CF (Fc) 1.15 1.15 Cp 0.62 Cfu 1 Cr 1.15 Cf 1 Combined Flexure/Axial fc 311.1 Fc' 942.4 fbl 924.9 Fbl' 1357.2 FcE1 1244.9 fb2 0.0 Fb2' 2393.9 FcE2 120000.0 FbE 1446.0 Interaction: 1.0 OK if<1. 3Z - Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Tom Hall Residence Date: 06/26/08 Location: Typical 9" Wall - 8'-0" opening Lumber: DF -L #1 Timber Material Properties Fb 1200 psi Fc 1000. psi E 1.6 E6 psi Config/Loading 0.97 1.00 P 3266.667 lbs D1 5.5 in D2 3 in e1 0 in e2 0 in Lu1 9 ft Lu2 0.25 ft Addl M1 741.825 ft -Ib Addl M2 0 ft -Ib Section Properties A 16.5 in^2 S1 15.1 in^3 S2 8.3 in A3 11 41.6 in A4 12 12.4 in A4 Modification Factors CD 1.33 CM 1 Ct 1 CL 0.97 1.00 CF (Fb) 1.5 1.5 CF (Fc) 1.15 1.15 Cp 0.62 Cfu 1 Cr 1.15 Cf 1 Combined Flexure/Axial fc 198.0 Fc' 942.4 fb1 588.6 Fb1' 2316.6 FcE1 1244.9 fb2 0.0 Fb2' 2393.8 FcE2 480000.0 FbE 5783.9 Interaction: 0.3 OK if<1. 35 Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Tom Hall Residence Date: 06/26/08 Location: Typical 9" Wall ' 10'-0" opening Lumber: DF -L *1 Timber Material Properties Fb 1200 psi Fc 1000 psi E 1.6 E6 psi Config/Loading 12 P 3966.667 lbs D1 5.5 in D2 3 in e1 0 in e2 0 in Lu1 9 ft Lu2 0.25 ft Addl M1 900.7875 ft -Ib Addl M2 0 ft -Ib Section Properties A 16.5 in^2 S1 15.1 in^3 S2 8.3 in^3 11 41.6 in^4 12 12.4 in A4 Modification Factors CD 1.33 CM 1 Ct 1 CL 0.97 1.00 CF (Fb) 1.5 1.5 CF (Fc) 1.15 1.15 Cp 0.62 Cfu 1 Cr 1.15 Cf 1 Combined Flexure/Axial fc 240.4 Fc' 942.4 fb1 714.7 Fb1' 2316.6 FcE1 1244.9 fb2 0.0 Fb2' 2393.8 FcE2 480000.0 FbE 5783.9 Interaction: 0.4 OK if<1. Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Tom Hall Residence Date: 06/26/08 Location: Typical 12'-0" Wall - *6, Lumber: FDF7-L:Stu�d����� Material Properties Fb 700 psi Fc 850 psi E 1.4 E6 psi Confi9/Loading 41.6 in A4 P 1866.667 lbs D1 5.5 in D2 3 in e1 0 in e2 0 in Lu1 12 ft Lu2 0.25 ft Addl M1 753.6 ft -Ib Addl M2 0 ft -Ib Section Properties A 16.5 in^2 S1 15.1 in^3 S2 8.3 in A3 11 41.6 in A4 12 12.4 in A4 Modification Factors CD 1.33 CM 1 Ct 1 CL 0.97 1.00 CF (Fb) 1.5 1.5 CF (Fc) 1.15 1.15 Cp 0.41 Cfu 1 Cr 1.15 Cf 1 Combined Flexure/Axial fc 113.1 Fc' 537.1 fb1 597.9 Fb1' 1358.6 FcE1 612.7 fb2 0.0 Fb2' 1396.4 FcE2 420000.0 FbE 3795.7 Interaction: 0.6 OK if<1. 35- Timber s Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Tom Hall Residence Date: 06/26/08 Location: Typical 12'-0" Wall - �`� 0 Lumber: FDF7-L�St�ud���� Material Properties Fb 700 psi Fc 850 psi E 1.4 E6 psi Config/Loading P 2566.667 lbs D1 5.5 in D2 3 in e1 0 in e2 0 in Lu1 12 ft W2 0.25 ft Addl M1 1036.2 ft -Ib Addl M2 0 ft -Ib Section Properties A 16.5 in A2 S1 15.1 in^3 S2 8.3 in A3 11 41.6 in^4 12 12.4 in A4 Modification Factors CD 1.33 CM 1 Ct 1 CL 0.97 1.00 CF (Fb) 1.5 1.5 CF (Fc) 1.15 1.15 Cp 0.41 Cfu 1 Cr 1.15 Cf 1 Combined Flexure/Axial fc 155.6 Fc' 537.1 fb1 822.1 Fb1' 1358.6 FcE1 612.7 fb2 0.0 Fb2' 1396.4 FcE2 420000.0 FbE 3795.7 Interaction: 0.9 OK if<1. 3#to Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Tom Hall ResidenceDate: 06/26/08 Location: Typical 12'-0" Wall - 5-0"" Oft -O%-3-1 Lumber: DF -L Stud I Material Properties Fb 700 psi Fc 850 psi E 1.4 E6 psi Confit'/Loading 12 P 3266.667 lbs D1 5.5 in D2 4.5 in el 0 in e2 0 in Lul 12 ft Lu2 0.25 ft Addl M1 1318.8 ft -Ib Addl M2 0 ft -Ib Section Properties A 24.8 in A2 S1 22.7 in^3 S2 18.6 in^3 11 62.4 in^4 12 41.8 in^4 Modification Factors CD 1.33 CM 1 Ct 1 CL 0.99 1.00 CF (Fb) 1.5 1.5 CF (Fc) 1.15 1.15 Cp 0.41 Cfu 1 Cr 1.15 Cf 1 Combined Flexure/Axial fc 132.0 Fc' 537.1 fb1 697.5 Fbl' 1383.1 FcE1 612.7 fb2 0.0 Fb2' 1396.4 FcE2 945000.0 FbE 8540.3 Interaction: 0.7 OK if<1. 3} Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Tom Hall Residence Date: 06/26/08 Location: Typical 12'-0" Wall - eco a.c. 4kv7> SP.�Gw�1 Lumber: FD7F-:LS�tud���� Material Properties Modification Factors Fb 700 psi CD 1.33 Fc 850 psi CM 1 E 1.4 E6 psi Ct 1 Confit'/Loading CL 0.63 1.00 P 933.3333 lbs CF (Fb) 1.5 1.5 D1 5.5 in CF (Fc) 1.15 1.15 D2 1.5 in Cp 0.41 e1 0 in Cfu 1 e2 0 in Cr 1.15 Lu1 12 ft Cf 1 Lu2 0.25 ft Combined Flexure/Axial Addl M1 376.8 ft -Ib fc 113.1 Addl M2 0 ft -Ib Fc' 537.1 fb1 597.9 Section Properties Fb1' 875.4 A 8.3 in^2 FcE1 612.7 S1 7.6 in A3 fb2 0.0 S2 2.1 in^3 Fb2' 1396.5 11 20.8 in^4 FcE2 105000.0 12 1.5 in^4 FbE 948.9 Interaction: 0.9 OK if<1. 3� VerTech Engineering Project: Tom Hall Residence Engineer: CMR esign of: Foundations Soil Bearing: 1500 psf Page: Date: 6/26/2008 Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1500 (2) #4 cont. 15 12 1875 (2) #4 cont. 18 12 2250 (3) #4 cont. 24 12 3000 (3) #4 cont. 30 12 3750 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way KIDS Simpson F1 1'-0" Sq. 12 (1) #4 1.5 PB F1.5 1'-6" Sq. 12 (2) #4 3.375 PB F2 2'-0" Sq. 12 (3) #4 6 PB F2.5 2'-6" Sq. 12 (4) #4 9.375 PB F3 T-0" Sq. 12 (4) #4 13.5 CB F3.5 3'-6" Sq. 12 (5) #4 18.375 CB F4 4'-0" Sq. 12 (5) #4 24 CB F4.5 4'-6" Sq. 12 (6) #4 30.375 CB F5 5'-0" Sq. 12 (7) #4 37.5 CB F5.5 5'-6" Sq. 12 (5) #5 45.375 CB F6 6'-0" Sq. 18 (8) #5 54 CB F6.5 6'-6" Sq. 18 (9) #5 63.375 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. FR VERTECH ENGINEERING, INC. R.� Lt 383 Rio UNDO AVE #'200, CHICO, CA, 95926 (•x//77 P. (530) 899-8716 F. (530) 899-1102 -BETTS AN DYQVERTECHENG INEERING.COM COUNTY 01 15 2009 gERV CE NT March 9, 2009 RE: Hall Residence, 1178 Stanley Ave, Chico, CA To Whom It May Concern: At the contractor's option, the studs may be spaced at 24" o.c. for the load bearing walls if the following conditions are met: 1. Trusses shall bear directly over studs in the bearing walls. 2. Shear walls along wall lines 2 and 5 shall be modified to a type 4* wall, per detail 1/SD1, and as seen in the attached calculations. All other shear walls do not need to be modified from 16" o.c. stud spacing depicted in the approved drawings. Sincerely, o" 'k� � C 49183 LQ * oa.au3at.�c�� x AR 0 9 ZQO9` �1Il Andrew Johnson, P.E. �?�� Com-_-,� /► N ! .» kit t S1���5 G)- U rAODi Fy s40W- I-tV"46- G G�wrJk L�r►E � 61 Shear Wall Design Program VerTech Engineering Project: Tom Hall Residence Date: 3/9/09 Location: Studs at 24" o.c. Units (UNO): lbs, in Panel Thickness 13/= v Panel Orientation Short Dimension Across Studs Nail Type 8d v Anchor Bold Diam. i/z Stud Spacing 24 in o.c. Spec Grav Of Framing Spec Grav Of Framing ___0.5 c D, c_c, UBC 21 -2, UBC 23-3 v Fnd Sill Plate Grade DF AB in 2X Sill 620 - AB in 3X Sill 730 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening AB Spacing (ft) Load Fastener Cond A Cond B Fastener Cond A Cond B 2X Sill 3X Sill 6 220 2 8.4 0 8 24.5 0 3.75 4.41 4* 320 2 5.8 0 8 16.9 0 2.58 3.03 4 320 2 5.8 0 8 16.9 0 2.58 3.03 3, Note 1 410 2 4.5 0 8 13.2 0 1.01 2.37 2, Note 1 530 2 3.5 0 8 10.2 0 0.78 1.83 44, Note 1 640 4 4.2 Note 2 8 8.4 Note 2 NG 1.52 33, Note 1 820 4 3.3 Note 2 9 5.3 Note 2 NG 1.18 22, Note 1 1060 4 2.6 Note 2 9 4.1 Note 2 NG 0.92 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing VerTech Engineering Project: Tom Hall Residence Page: Engineer: CMR Date: 3/9/2009 Design of : Shear Walls Framing Panel Shear Walls Resistive A35 Sill Allowable studs at Studs at Lateral Wall Attachment Attachment Shear Wall 16" O.C. 24" o.c. Load Load Length Length Length Load/ft Load Edge Nail Edge Nail Wall Case Ibs tt I� b/� Mod�t��at�on In In "x 'K xv t Y� '.i' � 3 � � �F /4�t � '� �Rc�� i�iP��y����I����• �' .............1 .....Wind...............1427..............4.:75................4: 5................4:75.................300....................:�.�................4.....................4 ........... Seismic 435 ...................... 92 1.00 6'. 6.. ................................................................................................................................................................................................ 252 100 6" 4" 5 Wind.............2524.............10.00..............1 1511 6.00 6.00 6.00................252.................1.:00..................6,....................4"*.......... U:u0............_10.:0u..................................................................................................................... ........................... ............................ �— .2 .................. Seismic 1377 1.s1 ..................0 67.................6.•............ 1.38..................I..:0.0...................6,.......................6.............. . Seismic.............729......... I..........._6 ..................................................................................................................................................................................... 3 ............................... 6........................6............. ................... .......Wind........ .....3023.............18:00.......1.......18:00......1.......1_x:00...............168....................:Oo................. ..................Wind..............3607.............23:75..............2375............23.75...............1.52................_....:0.�.................6.......................6............. Seismic3145 100 6" .........1.32.................1.:00.................6........................6............. ........288.................1.:00................4.....................4........... ............................................................................................................ .................................................................................... 4 (C 00...............1.70................1.:Oo..................6........................6............. 762 12.00 12 00 12..00.................64...................1:00................. ............................................................................................................ ..................Wind..............5258.............31.:00.......1.......31.:00......1....._31: Seismic4743 ........................... ..........1.53 ................1..:0...................6........................6.......... 30 1.00 5 Wind 1511 6.00 6.00 6.00................252.................1.:00..................6,....................4"*.......... ............................ ........................... ............................ �— Seismic 1083 ............................................................................................................. 1.s1 ..................0 67.................6.•............ 6., Seismic.............729......... I..........._6 ......... ............................... 6........................6............. ................... .......Wind........ .....3023.............18:00.......1.......18:00......1.......1_x:00...............168....................:Oo................. 83 100 6" 6" E.................. Wind...............1.153...............3:00........x........3: X0........1........3:0........ .........3x4 Seismic311 ..........1,04 ........................................................................ F.................. Wind..............2580...............9.:q�........1........9:00........1........9.:0................2x7 Seismic 1163 1.29 Selsmlc1496............................ ............................ ........................... ............................ AWind 1153 Shear Transferred to Line 8 ............................................................................................................. Seismic.............729......... ............................... I............8 ..................Wind............._4x02.............16.75......1.......1.6:75......1.......16:75...............287................_...:0.0................4...........................•'.`........ Seismic ........................................................ 4818 ........288.................1.:00................4.....................4........... ............................................................................................................ (C ........................................................ Wind 762 12.00 12 00 12..00.................64...................1:00................. ............................................................................................................ 6....................._6•.......... ........................... .................................................................................I.................................. Seismic 357 30 1.00 6" 6" ................. 6........................6.......... ................... ..o..................Wind..............4343.............2x.00.......1.......28,00......1......2x:00................1.55....................:0 Can) 210 1.00 6" 6", E.................. Wind...............1.153...............3:00........x........3: X0........1........3:0........ .........3x4 Seismic311 ..........1,04 ........................................................................ F.................. Wind..............2580...............9.:q�........1........9:00........1........9.:0................2x7 Seismic 1163 1.29 121-010 321-001 t , I , t------------------------------------------------------------------------------------------ - 4XG POSTS TYP ► t ' ,a , , COVERED PORCH i ' m 111_0t, 2+_O++ �,_O,. 2'_O„ I ' IX ; , W t � , _ 1 #R ' , t 16'-9 I/2" B -B A-4 o'k-A A-4 8'-1 1/2"' ,4, -O+, 9 CLG 12' CLG 12 CLG H 1 CLG 1 s 0 NA — ;d- 4 t- F_ 1 i � (N)2444 WINDOW i 7 in 11 r a 4* HOU2 J = f 2448 On d ,r 471._1 O 9 2 4B , , _ AIR HAl�t t��; •tI . �1,10UyQHDU2 '"-10"v1' CLG VAC UNIT ��244a! , , , ,�- , , ---- -------------J 2848 284 ' 4yfrq�' -DOOR TO SHAVE 20MIN. FIRE TILE "hk -- 14CC '`5 % RATING W/SiELF CLSG HINGES - I - _ I---- o f----r---r---= O TILE ; ; Ln 'TTIC; m t i i i i ----- 1 MSTR BAT14, AccEos +- ; ; ; ; O DRYER O STAINED CONC , n ' VTOA t ' ISLAND ; '--- o VIA/ROOF 5/8" TYPE X DW TUB VAULT , 41' CLG----' ,' HOUZ ri'1Li7r t I LNDi2Y • CLG t INT. WALLS "- 2D4D-----�--- -- =1 STAINED CONC -»4W P OVIDE SA,FETYQ�,... 2448`.... O G AZING 1qr .. �' 00 01 KITCHEN TILE _ _ ST� ON 6 STAINED CONC { M _ 12 LG , t2 CLG PANTRY joSTAINED CONC 2'-5"R 1, TIL SH (/2'� `� / ,.'- _-_ J -..,,M,°`~ ------- CLG v n NTILE OW 12'-0" WALL HT 50G/NYBRYD/ YDRONIC&1080 I; 5040 CLOSET aas WATER HEATE 18ABOVE FLRQ4'0• CARPET � DPUo2sT 0# ap-D INSTALL SEISMI ''9' CLG ASTRAPPING '_O., 2-o„Ioi0 c -o b i i COVERED PORCH N4* I Li ------------------------------------ NORTH 2020 2020 HOU i 1 3 HDU4 4' -O„ 114,-011 Q NOTE: RETROFIT HDU2 SHALL BE INSTALLED W/5/8"X8" TITAN H.D. 341-0 01 981-01, GARAGE 10 xt 4 Nv I =: ADDED S.P. *ORIGINAL POUR DUE TO ELEC SERVICE ENTRANCE CONDUITS 2020 Now A4* ,'-0• B-8 A-4 A-4 220 202 28+ 0” HOU2 iXt: POi7 �* b 4* MP HOU2 �—�• �, —01+ �, -O+f FILE COPY Cp�� N7v 1 c� MAY 1.5 2009 Lq o IEVELOPARNT SERVICES_` qVf� APR 10 2009 Owner: -- y4 Lt_ REVISION: BP# © APN: 03cy- Date X16 FILE COPY HOU2 N 4 1; i 00 aQ 4-I8-08 CoNc. Q 8-22-08 , 3-01-09 ® o Q 4-08-09 1 , a Ld >1 � Q Q a Ld w H z ;HDU2 8030 OVR 8040 OVR 8030 OVR HnU2 ;HOa2HOU Z � 7(- HDU24080 HOu 8050 4080 $050 000 LD50�E+4050 284 -I— i HDu2 12'-0" WALL HT HDuis + 1911 _ H = 1 I - - --- En d o � c -c I C -c 2x4 I A_4 10 in 0 0 C4 MSTR BED LIVING DINE N ED DT STAINED CARPET CARPET , STAINED CONC STAINED CONC C RPET TILE 1' CLG 2' _g+' 1' CLG 9 CLG 12' CLG 12 CLG H 1 CLG 1 s 0 NA — ;d- 4 t- F_ 1 i � (N)2444 WINDOW i 7 in 11 r a 4* HOU2 J = f 2448 On d ,r 471._1 O 9 2 4B , , _ AIR HAl�t t��; •tI . �1,10UyQHDU2 '"-10"v1' CLG VAC UNIT ��244a! , , , ,�- , , ---- -------------J 2848 284 ' 4yfrq�' -DOOR TO SHAVE 20MIN. FIRE TILE "hk -- 14CC '`5 % RATING W/SiELF CLSG HINGES - I - _ I---- o f----r---r---= O TILE ; ; Ln 'TTIC; m t i i i i ----- 1 MSTR BAT14, AccEos +- ; ; ; ; O DRYER O STAINED CONC , n ' VTOA t ' ISLAND ; '--- o VIA/ROOF 5/8" TYPE X DW TUB VAULT , 41' CLG----' ,' HOUZ ri'1Li7r t I LNDi2Y • CLG t INT. WALLS "- 2D4D-----�--- -- =1 STAINED CONC -»4W P OVIDE SA,FETYQ�,... 2448`.... O G AZING 1qr .. �' 00 01 KITCHEN TILE _ _ ST� ON 6 STAINED CONC { M _ 12 LG , t2 CLG PANTRY joSTAINED CONC 2'-5"R 1, TIL SH (/2'� `� / ,.'- _-_ J -..,,M,°`~ ------- CLG v n NTILE OW 12'-0" WALL HT 50G/NYBRYD/ YDRONIC&1080 I; 5040 CLOSET aas WATER HEATE 18ABOVE FLRQ4'0• CARPET � DPUo2sT 0# ap-D INSTALL SEISMI ''9' CLG ASTRAPPING '_O., 2-o„Ioi0 c -o b i i COVERED PORCH N4* I Li ------------------------------------ NORTH 2020 2020 HOU i 1 3 HDU4 4' -O„ 114,-011 Q NOTE: RETROFIT HDU2 SHALL BE INSTALLED W/5/8"X8" TITAN H.D. 341-0 01 981-01, GARAGE 10 xt 4 Nv I =: ADDED S.P. *ORIGINAL POUR DUE TO ELEC SERVICE ENTRANCE CONDUITS 2020 Now A4* ,'-0• B-8 A-4 A-4 220 202 28+ 0” HOU2 iXt: POi7 �* b 4* MP HOU2 �—�• �, —01+ �, -O+f FILE COPY Cp�� N7v 1 c� MAY 1.5 2009 Lq o IEVELOPARNT SERVICES_` qVf� APR 10 2009 Owner: -- y4 Lt_ REVISION: BP# © APN: 03cy- Date X16 FILE COPY HOU2 N 4 1; i 00 aQ 4-I8-08 IQ 8-22-08 3-01-09 ® o Q 4-08-09 1 a Ld >1 � Q Q 0 Ln O • 4' �11 .t I AREA CALCULATIONS HOUSE 2.4'11 SFA GARAGE 1.003 SF PORCHES 448 SF TOTAL 4,148 SF i& REFER TO APPROVED PLANS FOR ADDITIONAL NOTES AND INFORMATION FOR THIS PROJECT Revisions: 4-I8-08 IQ 8-22-08 3-01-09 ® 4-02-01 Q 4-08-09 J J Q U w Z z J7r�d' 00)—ow W� v 0000 o") (5 pi v � ©V�v Li C E-4 0 m Date: Scale: Sheet: 1 U — p 3 of 9 9 a Ld >1 O Q Q a Ld w �J z Q Z � 000 0 m Date: Scale: Sheet: 1 U — p 3 of 9 9 Temp. Pow Pole Calle PG&E /Templec. Serv. PG&E s Serv. PG&E JOB FINALED .ff (NOTE; An entry must be made on this form each time you visit the job site T_ i I _ — U U NT OF PUBLIC WORKS COUNTY OF BUTTE DEPARTI�;E " PERMIT NO. 4559-76a BUILDING INSPECTION RECORD 1 BUILDING BUILDING (Cont'd) PLUMBING ( PERMIT EXPIRES Setback Firewall Soil Piping Forms Parapets 1st Floor OWNER Npa1 rAmnhel7 Main Bldg. Restroom Finish 2nd Floor CONTR. Sierra Roof &Acoustics, Chico Footings Windows 3rd Floor 39-37-18 Stemwall SidingTo out LOCATION (A.P. Slab Roof Sheathing Water PI In 1180 Stanley Ave., Chico Piers Roofing Sewer Garage Fdn. Vents Fixtures ` Footings Garage Vents Water Htr. Stemwall Insulation Heaters Slab Prov. for physically A liances Carport handica ed Conformance of ex. Gas Piping & Teit Footings structure Temp. Gas Slab Final " Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE,4'P_RINKLEPW Motors Framing Test Water Htr. ' Stucco Final Sub anels j Mesh ME26ANICAL Grd. Fault Prot. 1 Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation IZ Permanent ` Door Closer Final Final �! DATE `.�— REMARKS OR CORRECTIONS '00V= /A/524141,EDYT/l�f O ez' ~' C971 6 RQ A 1 �� `�-15 W 5 771 kl-lf) Temp. Pow Pole Calle PG&E /Templec. Serv. PG&E s Serv. PG&E JOB FINALED .ff (NOTE; An entry must be made on this form each time you visit the job site T_ i I C,�,, Wz-, 04 Owner I Mailing Address Contractor Mailing Address COUNTY OF BUTTE — DEPAR.i MENT OF PUBLIC WORKS 7 County Center Drive — ojowiie, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT Telephone No. P.O. fox 252 Chico, CA IitMAY 1 Building Address 1180 Stanley Ave., Chico, CA I (Off Dayton Road) A. P. No. 1 ' Zoning i Planning 9ani4atim Fire Dept. Fire Zone Use Permit Parking ParcelParcel Map 60' R/W Improvements EQA Plans Declaration Parcel Approval Plans Ap revel NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER 235 lb. seal Single Family ❑ Duplex ❑ Mobil Home ❑ Others ❑ 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: c; r •eel -and—Ar-o>,tstie-s License No. 248732 Classification r-39 ❑ I am exempt from the Contractors License Laws of the State of California. 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. ©I 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. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. A X Date Sign re of PermiteAgent It Receipt No. White-D.P.W. — Yellow -Assessor — Pink-Inspect*r — Gel Jenr*J-Ap'licent 559-76 _ BUILDING SQ. FT. I OCC. I BUILDING VALUATION Fireplace I Total Valuation Permit Fee _ Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service 100v OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP Main service OVER O OVER AMPP OR LESS Main service EA. ADD•L 100 AMP NEW CONST. DWELLING OCCUR. i OR ADDNS. ACC. ]SLOGS. SEW CONSTR. MULTI.OUIILET n IJ.RFSID_ BRANCH CIRCUITS $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 @ $3.00 5.00 2.50 25.00 1.00 .50ea Ex. OCCUp(OUTLETS OR FIXTURES BALI* Ex. Occup. OUTTS R(RESID )LNS.READ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 FEE FEE Permit Fee . MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ 1c TOTAL PERMIT FEE $ 111 ri This permit is hereby issued under the applicable provisions of the Butte County Code and/or esolutions to do work indicated above for which fees have en aid. DIRECTOR OF UBLIC WORKS / By ZXDate g— ) 3 —7b uilding permit expires Date X�% 3 �� 7 COUNTY Op �Ui7E IF, DEPT. OF PUBLIC WORKS , ,, Rli, Aur:AM 11 1976 , "�t8t9�1011 Owner Mailing Address Contractor c? Mailing Address Building Address -COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS/J �251-- 7 County Center Drive -- , Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT BUILDING SO. FT. I OCC. BUILDING VALUATION Gas piping system - ou A. P. No.- -^ �- -Zoning L Planning EACh additional Outlet Fees W(C. Sanitation' Fire Dept. Fire Zone; ., •UsePermft Building sewer Parking Parcel i i Lawn sprinkler system EOA Plans Declaration Parcel Map 60 � R/W , Improvemtints 15149..Plan&-Rec:9 Parcel Approval Plans Approval Permit Fee NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER 0 Single Family 131 Duplex ❑ Mobil Home ❑ , Others ❑ 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: ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter Additional meters, each Sub -panel (12 or #Ess) (more than 12) Range, Cook -top or Oven Water Heater or Space Heater Light fixtures Receps., switches & fix outlets Hood, Ex. Fan or F.A. Furn. Motor Evap. cooler, gar. di sp. or D.W. Air conditioner or heat pump Mobil Home Facilities Temp. Power Pole Misc. wiring License No. Classification am exempt from the Contractors License Laws of the State of California. Permit Fee MECHANICAL WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE I dm aware of the provisions of Sedtion3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with'the County of Butte a certificate of Cooling Workmen's Compensation Insurance. 10 -permit certify that in the performance of the work for which this Ventilation u-permit,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of Hood T:alifornia. Permit Fee I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date y Sis'nature •ffhPermitee •i A�eni Receipt No. , White-D.P.W. — Y•II•w-Assessor — Pink -Inspector — G•IJenr•d-Applicent @ FEE $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 @ FEE Telephone Ne. Fireplace Total Valuation Permit Fee 1.00 Plan Checking Fee&/or Penalty T•leph•n• N•. Permit Fee PLUMBING PERMIT FILING FEE 5.00 Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent 1 5 tlets Gas piping system - ou A. P. No.- -^ �- -Zoning L Planning EACh additional Outlet Fees W(C. Sanitation' Fire Dept. Fire Zone; ., •UsePermft Building sewer Parking Parcel i i Lawn sprinkler system EOA Plans Declaration Parcel Map 60 � R/W , Improvemtints 15149..Plan&-Rec:9 Parcel Approval Plans Approval Permit Fee NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER 0 Single Family 131 Duplex ❑ Mobil Home ❑ , Others ❑ 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: ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter Additional meters, each Sub -panel (12 or #Ess) (more than 12) Range, Cook -top or Oven Water Heater or Space Heater Light fixtures Receps., switches & fix outlets Hood, Ex. Fan or F.A. Furn. Motor Evap. cooler, gar. di sp. or D.W. Air conditioner or heat pump Mobil Home Facilities Temp. Power Pole Misc. wiring License No. Classification am exempt from the Contractors License Laws of the State of California. Permit Fee MECHANICAL WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE I dm aware of the provisions of Sedtion3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with'the County of Butte a certificate of Cooling Workmen's Compensation Insurance. 10 -permit certify that in the performance of the work for which this Ventilation u-permit,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of Hood T:alifornia. Permit Fee I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date y Sis'nature •ffhPermitee •i A�eni Receipt No. , White-D.P.W. — Y•II•w-Assessor — Pink -Inspector — G•IJenr•d-Applicent @ FEE $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 @ FEE $3.00 1.00 U, 1.00 1.00 1.00 1.00 5.00 5.00 @ FEE $3.00 2.00 TOTAL PERMIT FEE 1$ "7, 1 '` 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� �/l DIRECTOR OFF PUBLIC WORKS !F!��%/ l �� �!Dated'/ ;�' '•- Building -permit expires Date _._-r-`zr-.-r,--zsr.�%'I' :....._�rNf''°J Cf.'n^+!,, �-_ � -.. „,. vt ;_ �'M' .. ♦.. � .. .. .. _ - ._ . 2, CA r1 PB Ekl. C ��'G -5 7-17 C (g4 A Buss P,4 Al 74 46.elb CAL 4 Elb 61-t, 41- G J COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS�L�— ;75- 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT =' _ BUILDING SQ. FT. OCC. I BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter Additional meters, 2. q Sub -panel (12 or _ss) (mare than 12) Ranqe, Cook -top or Oven Water Heater or Space Heater Light fixtures Receps_., switches & fix outlets Hood, Ex. Fan or F.A. Furn. Motor Evap. cooler, gar, disp. or D.W. Air conditioner or heat pump Water pump Mobil Home Facilities Temp. Power Pole Misc. wirinq FEE $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 License No. Classification XI am exempt from the Contractors License Laws of the State of California. Permit Fee $ S"L2 $ -- MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE $3.00 I am aware of the provisions of Section3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Cooling Workmen's Compensation Insurance. I certify that in the performance of the work for which this Ventilation rmit ,is issued 1 shall not employ any person in any manner o as to become subject to the Workmen's Compensation Laws of Hood 2.00 California. Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives-o€,the County of Butte to enter upon the above-mentioned property fpf inspection purposes. Date of Permitee,4?—Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — GolvIenroi-Applicant TOTAL PERMIT FEE $ 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. IR T OF UB LI WORKS By Dater BuiW4=4-permit expires Date `� %� Owner i e r /yj'� 'L Mailing Address (= Telephone No. Contractor Mailing Address Telephone No. Building Address j A. P. No. 7` Zoning & Planning F W FireDept. Fire Zone Use Permit EQA Parking I Plans Parcel Declaration Parcel Map 60' R/W Improvements 51"a ply,. P J Parcel Approval Plans Approval NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER C Single Family Duplex ❑ Mobil Home ❑ Others ❑ 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: _ BUILDING SQ. FT. OCC. I BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter Additional meters, 2. q Sub -panel (12 or _ss) (mare than 12) Ranqe, Cook -top or Oven Water Heater or Space Heater Light fixtures Receps_., switches & fix outlets Hood, Ex. Fan or F.A. Furn. Motor Evap. cooler, gar, disp. or D.W. Air conditioner or heat pump Water pump Mobil Home Facilities Temp. Power Pole Misc. wirinq FEE $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 License No. Classification XI am exempt from the Contractors License Laws of the State of California. Permit Fee $ S"L2 $ -- MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE $3.00 I am aware of the provisions of Section3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Cooling Workmen's Compensation Insurance. I certify that in the performance of the work for which this Ventilation rmit ,is issued 1 shall not employ any person in any manner o as to become subject to the Workmen's Compensation Laws of Hood 2.00 California. Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives-o€,the County of Butte to enter upon the above-mentioned property fpf inspection purposes. Date of Permitee,4?—Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — GolvIenroi-Applicant TOTAL PERMIT FEE $ 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. IR T OF UB LI WORKS By Dater BuiW4=4-permit expires Date `� %� CHICO MOBILE HOME PARK I I MOBILE HOME I I S8958'00'E PROPOSED 3 BED 2 BATH HOME w Q Q' PPOPANE TANK N I MIN 10' FROM PROPERTY LINE MIN 10' FIROM HOUSE LOCATION MAP NO SCALE NORTH 111=401-011 ,AFF: 039-310-011 r ------------ (E) HOUSE I L ------------ PG&E -------- -- PG&E POLE I d 1 U 1< Z O I t 1 � z O ! 0m-0 W 5' BLDG SETBACK LINE Q U Ld 0) 00 z U ^.- , I—� O �_ � CT rn 5' BLDG SETBACK LINE 0 i _ X Q = U LL- U7 (N) JOINT UTILITY LINES 10' r7 I �J Ua 0 0 ' GLl x U � (N) WATER LINE 1-1--7 O W , ti p� 00 .L!1 I o t 5. { t O 1 I i W i Q O R=20.00' O p V - cA 1 ' 1 O (q L= 31.42' 12'-0" 6=10.00 � i w Q, I CA I QJ Cp W i ! ! O NORTH 111=401-011 ,AFF: 039-310-011 r ------------ (E) HOUSE I L ------------ PG&E -------- -- PG&E POLE Date: 1-23—OB Scale: AS NOTED Sheet: 0 U1 d U .. Z O ^., � w � z O Q�� 0m-0 W �0) I I Q U Ld 0) 00 z U ^.- , I—� O �_ � CT rn I-II 0 i _ X Q = U LL- U7 (D E-; r7 Date: 1-23—OB Scale: AS NOTED Sheet: 0 U1 .. Z ^., LLJ 1� W U � � z Q P4 c1r) 0 Ua 0 0 _ GLl x U � O Date: 1-23—OB Scale: AS NOTED Sheet: 0 5' BLDG SETBACK LINE CHICO MOBILE HOME PARK r -----------i MOBILE HOME ' i ' I PROPOSED 3 BED 2 BATH Q� PROPANE TANK HOME I MIN 10' FROM PROPERTY LINE MIN 10' FROM HOUSE i t l ' t � 1 5' BLDG, SETBACK LINE r � � -1--, w w' o i o O i W i O R=20.00' to L- 31.42' � I w o=90.00 0 z Q0 �x W I LOCATION MAP NO SCALE (N) JOINI'r UTILITY LINES 10' (N) WATER LINE w O o Iwo o O it -o• � CP 0-) 0 (E)100' WELL SETBACK Q w T LLI U i 1 O / (E) LARGE E)BARN1 a- ALNUT 1 \� (,E) WELLD � 1 1 (E) L E WA U T 0 E HOU E ,KE) HOUSES ` FIRE HYDRANT - 160.25S89 49'00"E STANLEY AVENUE CNP NORTH AFN: 039-310-011 ---------- (E) HOUSE, ------------ PG&E POLE Revisions: W H Lf1 Date: 1 -23 -OB Scale: AS NOTED Sheet: Ln� 9 of: J U O F- Li w Z Q M 00 U O rn O W J0 i I Ld 00 F-- zQ —' O C.0 Wa oO)rn Z Q L- Lo LL- E -; E- W H Lf1 Date: 1 -23 -OB Scale: AS NOTED Sheet: Ln� 9 of: C Li Q J O >- U Ld Wa U Z Q W1 Cn 0 Q{ ,� U U)I 0 W x U O E-� W H Lf1 Date: 1 -23 -OB Scale: AS NOTED Sheet: Ln� 9 of: 5' BLDG SETBACK LINE ,Iwml NBJ r� I , CHICO MOBILE HOME PARK r------------ I I MOBILE HOME � I I S89' 58'00"E _ PROPOSED 3 BED 2 BATH 0 HOME ►� Q0 W a 0 z O a 0 LOCATION MAP NO SCALE PROP/4NE TANK MIN 10' FiROM PROPERTY LINE MIN 10' FiROM HOUSE T 1 5' BLDG SETBACK LINE (N) JOIINT UTILITY LINES 10' (N) WATER LINE !ll z I O OC 0 O R=20.00' L= 31.42' A=10.00 0 O 0 0 O P. I (E)100' WELL SETBACK aLli< / � 0 z r n ' i 0 cy_ (E) LARGE (E)BARN ALNUT 1 / I ' () , WELL❑ > :' I IE � f O i` E LARGE WAJIUTo W; E HOUEE (E) H0U!�El FIRE HYDRANT —�♦ 1 60.25 s89 49'00"E STANi—EY AVENUE NORTH AI=N: 039-310-011 ----------- (E) HI0USE I I ------------ PG&E POLE Date: 1 -23 -OE Sccle: AS NOTED Sheet: 0 9 of: � 9 J J Q U O H LLJ W z Q Q��� o rn °' o W �� I Q coI U 0') O LLl 00 I4 I.� O � U z 0- X = U p tL Ln O E- Date: 1 -23 -OE Sccle: AS NOTED Sheet: 0 9 of: � 9 U� C) LLJ LL Q Q (y, LLl � U z 11114 07 0 Q ,� U W 0 00 U O E--4 Date: 1 -23 -OE Sccle: AS NOTED Sheet: 0 9 of: � 9