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HomeMy WebLinkAbout021-132-057I RWa. age P,' N/S W. Liberty Rd.,app.200!E.of French Ave., Gridley . , Permit 9 8-77P.,,,E(util-,MH) ELEC.' 4M 10 GAS Supp RT STRUCTURE REQ.—&&— COMPACTION TEST REQ. 21-132-00W *67 motfie HcKe SerV. , Oro - contr: Wilson 8 71 it # 'E',"'u CTU P *RTS9TRU RE REQ._ I Permit 43-265�"NMII 21-132-57 cont -f Holmeg"MH S6rV., Permit IJ7343-78B( . st 11 awning/MH) 41 -in j ea -1 21-132-57 contr: Bond � Mob il'e'Hoft!P-:-'Sery 'Oro /j e FL in permit #61�-80B(new awnin /MR) 4-�)�I 7 04-271-T11 q1J�32-05T;-, "o MAPJ' GRAF..- �34 W LIBERTY -GRIDLEY Cont: SIERRA MBS, EX MH PERM FND 4-7- '%6 0� -2185:,. 5," 021-132-057 LEZ, GE6RGE'. W EY 534 1 LIBERTY RD,,GRIDLE C ont: ER-, 017 S, - N -06-218'6- 021-132-057 .06-2186,] rHIRALEZ, GEORGE y 534 W LIBERTY RD, GRIDLEY 0 Cont: OW"7NER O(M ) DEMO(MH),-.,� �B08-0782 -1.021-132-057 MISCELLANEOUS' ,,Private Garage/Shop w ., . -.. . -­ -'. , .-I.- (jm STORAGE RM (312) & CARPORT ADI - RTY RD 53 H . I . RALEZ, GEbR(jE I R L il �A4 1 "41 A t '1A pal 0 q7 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 DBEH Building Review Fee DBF Garage -Wood Frame Plan Che DBMSC Garage/Shop/Strge Wood F DBSMIEP Residential iAppiluatit: niquare rootage: HIRALEZ, GEORGE Building Garage RemdUAddn 534 W LIBERTY 312 GRIDLEY, CA 95948 Other Porch/Patio Total (530) 846-3422 .980 1,292 FEE INFORMATION, $78.90 $241.16 $361.74 $2.32 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 1 06/05/2008 Contractor's Signature Date I . 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. FHAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by —hection 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 one hundred dollars ($100)—Or less —) CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS SSUED, 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 g", C, 06/05/2008 Signatdre el- Date WARNING: FAILURE TO SECURE WORKERS'VMPENSATION 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 ATTORNEYS FEES. r: 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) I otal charged: $684.12 Fees Paid: $684.12 Balance Due: $0.00 Receipt No: B7566 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: 1. As OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). 1, As OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (See. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractoes License Law.). ElI AM EXEMPT under Section . - B. &P.C. for this reason: I I Owners 06/05/2008 Date - I I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro a owner "amuthonzed to, act on the property owner's behalf. !of log &e,41,CZ_ 06/05/2008 Owner Contractor OR: 1:1 Agent for Owner E]Agent for Contractor Lenders Address city State Zip FILE COPY -PROJECT INFORMATION Site Address: 534 LIBERTY RD Owner: Permit No: B08'-0782 APN: 021-132-057 HIRALEZ, GEORGE Pennit type: MISCELLANEOUS 534 W LIBERTY Issued Date: 06/05/2008 By KEJ Subtype: Private Garage/Shop GRIDLEY, CA 95948 Expiration Date: 06/05/2009 Description: STORAGE RM (312) & CARPORT A (530) 846-3422 Occupancy: Zoning: SRI, DBEH Building Review Fee DBF Garage -Wood Frame Plan Che DBMSC Garage/Shop/Strge Wood F DBSMIEP Residential iAppiluatit: niquare rootage: HIRALEZ, GEORGE Building Garage RemdUAddn 534 W LIBERTY 312 GRIDLEY, CA 95948 Other Porch/Patio Total (530) 846-3422 .980 1,292 FEE INFORMATION, $78.90 $241.16 $361.74 $2.32 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 1 06/05/2008 Contractor's Signature Date I . 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. FHAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by —hection 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 one hundred dollars ($100)—Or less —) CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS SSUED, 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 g", C, 06/05/2008 Signatdre el- Date WARNING: FAILURE TO SECURE WORKERS'VMPENSATION 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 ATTORNEYS FEES. r: 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) I otal charged: $684.12 Fees Paid: $684.12 Balance Due: $0.00 Receipt No: B7566 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: 1. As OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). 1, As OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (See. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractoes License Law.). ElI AM EXEMPT under Section . - B. &P.C. for this reason: I I Owners 06/05/2008 Date - I I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro a owner "amuthonzed to, act on the property owner's behalf. !of log &e,41,CZ_ 06/05/2008 Owner Contractor OR: 1:1 Agent for Owner E]Agent for Contractor Lenders Address city State Zip FILE COPY , Butte County Department of Development Services TIM SNELUNGS, 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 yourselffrom 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: 0 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. 0 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 0 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 ofindustrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. 1 PERSONALLY PL6bIT0 PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT&ES,011 NO) 2. IeA3lHAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. 1 HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: ADDRESS CITY PHONE CONTRACTORS LICENSE NO_ 4. 1 PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO S. 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: STORAGE RM (312) & CARPORT ADD(980) Reference Number: B08-0782 Applicant Name: HIRALEZ, GEORGE Owner's Name: HIRALEZ, GEORGE AP # : 021-132-057 Signature of Property Owner: Date: -,200S BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PERMIT BUILDING PERMITAPPLICATION" NO. OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED A T TIME OF APPLICA TION Website: www.buttecounty.net/dds BIN # PLEASE PRINT CLEARLY rAlwmla; T "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public in 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 fil 9 A 1-6 -z- First Name I ��C-Ogc.6 Mailing Address _r3AI bU, 1g6,e7q Ro city Stat city Phonk;?o -' 8'16 1,:a.1 lax E-mail ARCHITECTIENGINEER CONTRACTOR Name City eal r-0 Address zi city Fax 0 :?q9- 110A State Zip Phone Fax E-mail Open Cov 9�D Lic. # Class ARCHITECTIENGINEER Name V610La Address 383 ieio beft Av6 Jtf-200 City eal r-0 State, zi PhQ11q 53 0 Tqq - g,7/k Fax 0 :?q9- 110A E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X - 2" �2� 04 V PROJECTLOCATION API e)_5 Property Address city E Leh WORKER'S COMPENSATION Policy Number Carrier FIf hiring anyone other than licensed contractors, a certificate of WTi�i_ng­ worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Di�_S_CRIPTION OR SCOPE OF WORK: km 3 5rau Catz Po R r Sq FT- Living Garageg) Open Cov 9�D 0 Structure Built without Permits E3 Proposed Change of Occupancy$�U� (Note previous use): .. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0782 Location: 534 LIBERTY RD Parcel Number: 021-132-057 Owner Name: HIRALEZ, GEORGE Description: STORAGE RM (312) & CARPORT ADD(980) Date: 04/28/2008 Phone: (530) 846-3422 Signature of Applicant: zdel_� Y:LA4 Date: 04/28/2008 61 FILE I 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 V1 Cir., 0 ) 0 0 0 0 0 4 -"q ft ft— I mwbopp- t0i"ZOIC National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE I Reference Number: B08-0782 Date: 04/28/2008 Location: 534 LEBERTY RD By: KCG Parcel Number: 021-132-057 Sub Type: Private Garaee/SholD Owner Name: EURALEZ, GEORGE Phone: (530) 846-3422 Description: STORAGE RM (312) & CARPORT ADD(980) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB I acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of Califomia 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 Califomia 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: 04/28/2008 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B08-0782 Job Address: 534 LIBERTY RD Contractor: Printed: 04/28/2008 11:18 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901 -1010 $78.90 04/28/2008 $78.90 DBMSC Garage/Shop/Strge Wood F 00 10-440001-4210500-1010 $361.74 DBF Garage -Wood Frame Plan Che 00 10-440001-4210500-1010 $241.16 04/28/2008 $241.16 DBSMIP Residential 1001-0-280-1011298 $2.32 Printed By: Kourtni Graham 684.12 $320.06 Balance Due: $364.06 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 04/28/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). . Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds 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 yourselffrorn 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: 0 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. a 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 ofIndustrial 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 firequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. 1 PERSONALLY P��TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT.C(YESJ)R NO) 2. 104AVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. 1 HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: ADDRESS PHONE CONTRACTORS LICENSE 4. 1 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. 1 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: STORAGE RM (312) & CARPORT ADD(980) Reference Number: B08-0782 Applicant Name: HIRALEZ, GEORGE Owner's Name: HIRALEZ, GEORGE AP # : 021-132-057 Signature of Property Owner: a Date: ,Zoe),? Related Records and Activities for APN: 021-132-057 Address: 534 LIBERTY RD MAIMMEM1122im- No Sub-GeoRecords Found' R Permits -1 F ADM06-0014 Type= ADMINISTRATIVE 'Status= UNDER REVIEW-, 061195 Type= ENCROACHMENT Status= FINALED F . ...... 06-2186 'Type= RESIDENTIAL Status= ISSUED., Ri 06-2185', Type= RESIDENTIAL Status-" FINALED,., 04-2717 `Type='RESIDENTIAL'­ Status= FINALED F+! Projects J No Code Enforcement Recordsfound .......... No Business Licenses Found .......... No CRM Records Found Goto. Top Parent Move. Selected, to Top, Select Cancel cc r 0 0 00 r- r 00 z Z 4.4 As as e lit Nr I wit OA § is -4 PRIOGNIA L�j 00. ,1---'-W I.e. r.l. S". I/ & 50.1^1 HAL� AO.O 'Tne. Basis of Bee -rings show IS: the ente,%i— fWcst Libe, sh—In .25 N. 89* 55'R. an pa, ' R-c.�'ded i n 8.0y 4-6.-f M.Ps at I in ih. fficE, of 4h- R o,d— o; 5+4te �V Callf.—la on A-3. 0, 1973 "4 d" Z: - e�91-112 9 Scale I I..h=50 Feet 's S bJlj bouna(a'�f R.Ft Raikl—1 I P. .P� ,an , , VICINITI-e MA'p Lit'lle Is o 14. scat. East 1/a of Lot 35 ofGrIdley Colony No.4- other lands owned log Glen-nC,andLulubellie,Clapp recorded InbooK YZIGI Pg.340 official records B."im ca'calil^- ai,o�n in Assesors �Iap zoosc. No -PI, P� le, as I it.. 4 RECORD OF SURVEY SURVEYORS CERTIFICATE COUNTY SURVEYORS CERTIFICATE TNIS MAF CORRECTLY REFRIESEAT3 A SURVEY MAD. Oy WE OR THIS — HAS BEEN EX—NED FDA co"" ... "cc '"T" A IIIIII.It MY DIRECTION IN CONFORMANCE WITH THE RECHAREMINT3 OF REQUIRCMINTS OF THE LA#D JWRV1r*RJ Wr THIS 1,e.!Zy 'INE L4AV s�rov$ Act, AT T111 REQuEST OF 6L M N t4 C. my cl- T. p 19 7 7. 1 �`4 A UM�'�IIIE YOR NO. 265; COUHTY —ITA 1 �A L '010 SORVE FOR GLENN C. CLAPP end LULUBELLE CLAPP. V-Iisi wife, cS,,d 7HOMAS R. CLAPP a single mdri, ON.-Ils, located witmil the unincorporated territory of t he C OUNTY Of BUT -T E, STATS of C.-.LIFORNIA a I lands sh.—n in AS r5lk$ MAF BO 01" No. a%. s I 3L Pg. 13 as P.—ce 15 No:$ 45. 46, —a -+7 and cles - Cr I bect in cleeds recorded in BooK 1590.Rj.?40 RECORDERS CERTIFICATE JrId BOOK I 738,Pq.32Z and So.K 1745 P9.264. mc. Is 12 - OpFicial Records, BuIlip County, Cal-wrorma beirige Lot P-6 GricllayCoioriyNa� IN Do. *1 �P. AT 1 .1 THE E -E" 'q'Id portion or cc., -414g to the 0friciAl Map ra—'iet In in th. offild th. PL.—Ae, 11-1 BOOK 6' F�Bf Maps on a-5-07 Of of BUtte C..niy, sv.ie of C.11f.; as Sa,/-y.j by ni., -INFIy Ew..E. A AROM, I. JOKES LICENSED SUITWEYOR NO. 2650 3 LA RESE"TA DR. OROVILLE. CALI!. IN KDVrMeER,1976 TELE. 533-3943 SHEET I OF I VerTech Engineering, Inc. M No Lrdo Ae QW, Gm, G� 959M PK (5W) 899B716 Rx (M) 899-1102 November 30, 2006 RE: Hiralez Residence, 534 W. Liberty Ave, Gridley, CA To Whom it May Concern: The slab on grade. at the residence at the address above is not a component of the structural system and may be built per the contractor's ' specifications. The foundation notes on plan reflect the recommendations of Vertech Engineering with regard to crack control and long-term performance. The contractor assumes responsibility for the construction of non-structural components. Sincerely, VQ F E S % Andy Johnson P.E. 0 ca - 2"Lo<�- BUTTE COUNTY BUILDING DIVISION APPROVED rPTCA1, EAVE DETAIL i�� SCALE IALL NTH #5 VERT AT 32 - ROUTED CELL (F'm = 1500 #5 AT 48- O.C. HORIZ IN OUTED BOND BEAM SECTION NO SCALE 4mlS'D2 SLAB -ON -GRADE PER PLAN (3) #4 CONT. AS SHOWN m - MV15ION5 B U E r"J' 0 U �,N';l v BUILMNG DNISOi Z531 0(v A PAt 8/21 /OE NTS 19?AVVN CMR jo 06-20C B U E r"J' 0 U �,N';l v BUILMNG DNISOi AS REQ'D ,�D 2 11CAL ,RS D2. TYPICAL EAVE DETAIL NO SCALE 8- CMU WALL NTH #5 VERT AT 32- O.C. IN GROUTED CELL (F'm = 1500 PSI) AND #5 AT 48- O.C. HORIZ IN FULLY GROUTED BOND BEAM --- 41 SECTION NO -SCALE lUr Ut- WALL IN FULLY GROUTED BOND BEAM 2 -(::i:) ml SD2 c)(0 - r' I 'y Jff"i-E COUNI - B U I L DUN G D I'Vit S, 11% 0 N SLAB—ON—GRADE PER PLAN s s) 160 WINQ 'CUD .0.6 Q� C —Z DOWELS AT C. (3) #4 CONT. AS SHOWN 4 6 3" CLR. M217 ,VerTech Engineed'ing, Inc. 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email andy@vertechengineering.com Pro*e : Hiralez Residence Date: 11/28/2006 Re: Detail 1/SD2 The detail 1/SD2 should indicate #5 dowels at 32" O.C. with, a lap of 25" min. OF' --tOUN 'jy, ILA LD i. 'k I vi S A R BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: '534 W LIBER�YRD Owner: Permit No: 06-2185 APN: 021-132-057 HIRALEZ, GEORGE Issued Date: 10/24/2006 By KCG Permit type: RESIDENTIAL 534 W. LIBERTY RD., Subtype: SFD-Custom/Model GRIDLEY, CA 95948 Expiration Date: 10/24/2007 Description: NSF(1536), COV(200) (530) 846-3422 Occupancy: R-3 Zoning: Contractor Applicant: Square Footage: OWNER HIRALEZ, GEORGE Building Garage Remdl/Addn 534 W. LIBERTY RD 11,536. GRIDLEY, CA 95948 'bthe'r Porch/Patio Total (530) 846-3422 - 200 1,736 FEE INFORMATION Dwelling - Custom, Model $1,542.97 Dwelling - Custom, Model $1,028.65 Fund 10 BLDG $1,028.65 SMIP - Residential $10.30 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class I Expires OWNER 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 10/24/2006 Contractor's Signature Date I 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 one hundred dollars ($1100) —or less —) CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS SSUED, 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 Co.q., provisions. X 10/24/2006 Signature Date WARNING: FAILURE TO SECURE WORKERTCOMPENSATION 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) Lender's Address city State Zip Balance Due: $0.00 Receipt No: B641 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: 1. As OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). 1. As OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). I AM EXEMPT under Secti on B. & P.C. for this reason: Ix ff22==1,S 111�� ' 10/24/2006 Owners Signatu're Ar/ 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 State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal - injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ,County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or a th ' dt ct on the rty �r`s behalf. ZZ,za o a prope :DIRAc,17— 10/24/2006 'Name ofeermiftee [SIG Print Date E110*-ner Contractor OR:; Agent for Owner 11 Agent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED A T TIME OFAPPLICA TION Website: www.buffecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name AP A i, 6� Z Narne6,,50 _rirst Address 53,41 4). k B61z-r-v R 4, City Stat6 04 ZiPq5,1 Y9 Phone,,-,,_ r1/6 lax E-mail No pe CONTRACTOR Name Address -5731/ W, 41 69 TV Cq 6 IZ L C-!;� Stat6 CA Zip Phone Fax E-mail Lic. # Class T ARCHITECTIENGINEER Name Address :3 93 Rio L jA; M V6 sewzz 5 9049 City o#1 C e) State . (CA Zip 1 q5q 142-6 Phone 530 - 047q 9, - y,716 Fax S30 - yq q - //0 a E-mail )19X:1:,�'6j2SgC 0WJjjVe17-f Stata.License Number e 6 91 ?If M APPLICANT INFORMATION Name C2 kc�.l n-" Address City State Zip Phone Fax E-mail APPLICANT SIGNA TURE a X 6i�� 4f For office use only: AO*%. Zoning Flood Zone SRA I Y' WORKER'S COMPENSATION Occ. I Type Const. Subdivision Name Map Book Page Name Address Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgAppiSubRqmts.doc PERMIT NO. BP BIN�t PROJECTLOCATION AP# 13-2 - 0517 Property Address City Cross Street WORKER'S COMPENSATION Policy Number Carrier if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: at=;Z;9;� — WOF Dwellin4 Sq FT- Living Garagd' Open Cov ,�Lbb L1 Structure Built without Permits 11 Proposed Change of Occupancy (Note previous use): Page 1 of 2 EXPIRATION OF APPLICATION. Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: 5—Bldg SRA Receipt #: Sheriff 0 SMIP Date: —Other LC� Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK El -1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! El Complete plan * s, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) PR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0 3. Engineered truss details and layouts in duplicate (if required). No faxesl 0 4. Energy compliance design and supporting documentation in duplicate. 0 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 0 6. Manufactured, homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan,'(P) Tie down or fnd plans, all in duplicate I 0 7. Metal bIdgs: (A) Metal Bldg Plans, (B) Fnd plans and caics in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 0 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). 0 9. Site plan and business license approval from the, City of Biggs. 0 10. Letter of intent for non-residential buildings. 0 11. Building Permit Application Without Required Clearances Form 0 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) 0 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioners office (if required). E3 2. Impact Fees. El 3. - -California Department of Forestry plan approval (if required). El 4. NPDES Form. 0 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 0 6. 'Contractors license ' inform6tion. (Number, Name Style, Classification). 0 7. Workers Compensation Carder and Policy Number. 0 8. Owner -Builder Verification (if required). 0 9. Letter of Signature authorization (if required). El 10. Recorded copy of Agricultural Acknowledgment Statement. 0 11. 0 Legal description from current recorded grant deed, 0 Copy of M.H. Title, Title transfer, or MCO. 11 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SUbRqmts.doc Page 2 of 2 REV 8-12-05 COUNTY DF BUTTE -DEPARTMENT dF DEVEL OPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET - OWNER: ASSESSOR PARCEL NUMBER 0 Proposed Building Use: Permit Tech nician: Date: Items required in order to apply for a permit All boxes MUST be checked OR marked NA in order"td appFy-. "6 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered Mans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. :fit, 4. Engineered truss details and layouts in duplicate. No faxesl 5. Letter from Engineer or Architect for truss design review. -1 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. Cl 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 0 9. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. El 10. Flood Elevation Certificate, wet -stamped and signed,.in duplicate. 0 11. Hazardous Material Form 4� 1 12. Acknowledgement of building permit application without required clearances. 0 13. Other 119naining items needed to issue the permit (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable 0 15. Fire Sprinklers ............................................................................................ 0 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by-.. 0 �/Il 7. Soils Report and/or Engineered Foundation required ........................................... 118 -Erosion Control Plan Required .............. : ......................................................... �(�19i-,'eees as shown on the attached Schedule of Fees Due Sheet .............................. 0 20. City of Chico Plumbing permit ......................................................................... 0 21. Site plan and business license approval from the City of Biggs .............................. 22. California Department of Forest plan approval 0 paid. Sent by - - --------- ZV 23. Planning approval for (A) U . W) - - E C413) Parking: C) Parcel Check: ..... 16 24. Contact Land Development about - Improvements, - Drainage ........................ �425. Fire Marshall Review (commercial projects only). Sent by: . ...................... �j NPIDES Form ....................................................................................... (:2D Encroachment Permit for driveway from the Public Works Dept ........................ 11 28. Contractor's license information. (Number, Name Style, Classification) ................... 0 29. Workers Compensation Ca nd Policy Number .......................................... ,6 30. Owner -Builder Verification (VGiven to owner, -Mailed to owner) ..................... 11 31. Letter of Signature authorization ................................................................. !.. 0 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 0 33. Existing violations and/or expired permits ......................................................... 0 34. Deed Restriction .......................................................................................... 35. 0 Legal description, 0 M. H. Title, title search, registr9tioR or MCC) ......................... :36. Other___� -4A) 0 37. Other. When issued Telephone nd hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant Date: Jept/A, a606 1. Index permit J-pplication foAhe ab6ve items nu Plan Che&k-Lder' 2. Additional items required_ Contractor, designer, owner, was advised of the above data by 0 phone, 0 m ail, 0 counter, by_ Date: Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by Date: Contractor, designerL�Madvkied of the above d phone, 0 mail, 0 c Date: atapy 0 Plans reviewed by- -Date: 0/0(v Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: -Date: Yellow: Building Division BUTTE ' TO: Building Division -�- Development SerVI,CeS�OUNTIV FROM: Environmental Health q - P PILI Pplan Sent to 8D/DS GNk 1% Q4 'k DEVELOPMENT S BJECT: San tion Clearance RVICES r L) Owner Location AP# Plan Approved for: Sewage Disposal: Clearance for . dwelling. Other Hold final for: Final clearance O.K. for: NOTE: r Supply: Public Private Well P ,w j, Environmental Health Specialist Building Clearance 9/2005 C/ Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner HIRZLEZ, GEORGE APN No: 021-132-057 —PermitType: ;� I Subtype: App Date: 9/12/2006 Permit No: EIP 06-2185 Permit Desc: IV I 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application $2,571.62 $1,028.65 $1,542.97 Balance of Building Permit Fee 0 0 $204.98 0 T = $1,028.65 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,028.65 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $1,553.27 4 Balance of Building Permit Fees (from No. I above) 1 0 $100.00 $200.00 $1,542.97 LL–g New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) $10.30 1776 Mud -Sycamore Creek $6,275 6 Additional Plan Check Fees (NON-REFUNDABLE) THERMALITO DRAINAGE AREA $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling 1 $136 lAt time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* per Dweiiing Per Dwelling Applications After 04115106 F MFD MH County 4249.11 3183.54 3238.72 Chico Urban Area 6146.23 4538.82 5648.44 El Medio Fire District 3249.97 2385.76 2422.68 North Chico Specific Plan SR -1, SR -3, SR-1/PD 8801.091 7395.04 0 R-1 8897.09 7491.04 R-2 8390.091 6984.04 R-3 7604.091 6198.04 Processing Fee is automatically added to impact fee total 9 WATER TENDER FEE (Net collected when impact Fees Applicable) Enter Bat.# DRAINAGE FEES* 7289.40 RECEIPT DATE Tech/Asst 0 $100.00 $200.00 10 10a 11 11a CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,997 RECEIPT DATE Tech/Asst 771 Comanche Creek $8,341 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 774 Lindo Channel $8,267 775 SLIDAD Ditch $7,211 1776 Mud -Sycamore Creek $6,275 1777 PV Ditch $8,893 More than I acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling 1 $136 lAt time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 'SCHOOL DISTRICT FEES* I Gridley Unified 075 12a RECREATION DISTRICT FEES* I At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: 14" Date: &A /,�, A 00 16 Pursuant to Government code Seafron 66620, you are eby notified those Items followed by an "" may have been imposed on #our project You have 90 days from the date of approval of the porject or from the im ostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1 . I personally plan to provide the major labor and material for construction of this proposed property improvement: YES NO 2. IHAVE[>(]HAVENOT[ ]signed an application for a building permi t for the proposed work. 3.- 1 have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. 1 will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME. ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to,issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services 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.netldds OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the'responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: • 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 for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. • For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-builder"4building 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-CSLB (2752) or by accessing their website at www.CSLB.ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Manager, Building Divi ion C, 0 NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Butte Count t -Developinent Serw*ces. Departmen of $0 T 1-,6. 4"'"M % _y 7 County Center Drive 00 0 0 Oroville, CA 95965 0 0 0 0 (530) 538-7601 Telephone 0'_ 1 (530) 538-7785 Facsimile BUILDING PERIMT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances frdm other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I n ' eed to submit applications for septic andlor well to Butte County Environmental Health immediately. ed sanitation • I ant required to bring the approved Environmental Health site plan and approv clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrangefor dispqsition ofplans. 1. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building Rerrri�it or r!:,quir submission of amended building plans to the Building Division. Once'theplans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all'other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required perrruits/clearances include, but are not limited to, verification the parcel. was legally created, adherence t6. all Eftlitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: G601Z APN: A I - 13 2 D 57 *2 Building site address: 'F3'1 W. ktACxTf P Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature'below: SIGNATURE�O'F A�PPLICALft DATE ok- 03 T 1\Q' Department of Public Works 1 0 0 0 c. o u n t y o f B u t t e 0 0 LAND DEVELOPMENT DIVISION 0 .0' H J. Michael CrUmp, Storm Water Management Program 0 0 /// Director 7 County C enter Drive U 14 Oroville, CA 95965 (530) 53B-7266 I -IC (FAX) 53B-7171 National Pollutant Discharge Elimination System (NPDES)' Phase 11 Construction Storm Water Permit and Storm.Water Pollution Prevention Plan (SWPPP) Acknowledgement fLESS THAN 1 ACREJ ( 6 Froject Description: aw Project Location and/or Parcel Number: S'.3y tj.''Lla& Id DAI-13A-0,0 By signing below, 1, the project owner/owner's agent, certify that this pToject WILL NOT DISTURB I acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from'the State of California Regional Water Quality ' Control Board. Phased projects Ahat contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of CaJifornia Regional Water Quality Control Board. I am aware that submitting false. and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Ox A IM AA Butte County Department o Development Services �f TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATIVE PERMIT FOR TEMPORARY TRAVEL TRAILER Name: Mailing Address: Assessor's Parcel Number for Site: Street Address of Site: E-mail Address: Phone #: Building Permit Receipt Number: (Show copy of signed permit) Date Sewage Disposal Permit Issued: (Show copy of signed permit) j certify that the above information is correct and that I have read Butte County Code Section 24-300-C (on the reverse side of this application.) Applicant's Signature: Date: TO BE FILLED IN BY PLANNING DIVISION Date Application Received: Zoning: Permits Reviewed by Verified by: Associated Building Permit # Associated Building Permit # Planning Approval by Date revised: July 19, 2006 K:\Planning\FORMS\APPLICATIONS\ADM—Temp Travel Trailer.doc (ovef Administrative Permit # Date Approved: The approved Administrative Permit is subiect to Chapter 24 of the Butte County Code 24-300 C. Temporary uses in zones permitting a residential use: Temporary travel trailer as a dwelling unit during construction of a single family residence or the rehabilitation of a single family residence that has been damaged by fire, earthquake, tornado, other acts of nature, or has been deemed condemned or uninhabitable by the County, subject to the following requirements: A. The travel trailer may be placed for a period not to exceed one (1) year from the date of issuance of the Administrative Permit; provided however, the Planning Manager may extend such Administrative Permit for one six (6) month period. Such extension by the Planning Manager shall be done only upon a'showing of physical -or financial hardship by the applicant. B. That the occupant has secured a building permit for a residence. C. That the occupant has secured a sewage disposal permit from the Butte County Environmental Health Division. D. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence; and E. That the house must be completed within the one-year period and the trailer dwelling must be abandoned. F. The applicant must obtain the necessary permits from the Butte County Building Division and Environmental Health Division for the travel trailer installation. School District A.P. Number Property Owner Property Location BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM (One form per Building) 6v&" Un-fd - I . 1 -1 D'JnL Building t No. 11�9-k Jurisdiction: = - city - . Mcounty Subdivision Lot No. ........................................................................................ Residential Development E -h :Sq. Footage No of Living M o -6) WH co m e Addition/ *Supplemental to (Grbup. R) Units Installation Conversion Permit # *(No foundation inspection) ....................................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/Industrial New Addition Sq. Footage (including Exterior Roofed Areas), Date District I dentification No. A 4 j IJAI_L , �;e, School District certifies that �,QA2Z�19 �jl JA 171eJ-�, Z) 0 (Applicant) I , A - /I A 0 (Street (City) (Phone Number) (Zip Code) has'complied with the requirements of Resolution No. by payment of $ representing 11g square feet. $ DN $ School District Representative Paid by Check # Remarks: /(-) - - 46 e-.0 Date L42 4Q 42y- L 42 �5 a('-.) A, —IAA-kl -PW- You may protest the Imposition of the fen IdwMed abmm by submkd;; a on Itto protest to the District, In co mpliance with Government Code Section 68020(a), within 90 days from the date fan are paid. FaHure to submit a timely written protest will prohibit you from chall*nglng the Imposition of the few In any cotk action. 11, subuquent to the School District PApresentative signing this Butte County Schools I V Fee C*rtfflcodon Form, the School Dharkil is notlifled by the applicable Local Planning Agency that this profect Is being reviewed under the California Environmantal Queft Ad (CEQA), this ProJect may be subled to additional school fiess to ftft midgete Its Impact on the ad" dstrWs schools. . . White (school district), Yellow (building department),,Pink (applicant). feeform-lds (3/05;�;M L -- 0 . 0 - 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 October 19, 2006 BUULEZ, GEORGE 534 W. LIBERTY RD GRIDLEY, CA95948 Assessor Parcel Number: 021-132-057 Building Permit Number: 06-2185 Description: NSF(1536), COV(200) Thank you for submitting the plans for your building project. The plans have -been reviewed and comments are listed below. Please respond in writing to each comment by letter or by completing and returning a Plan Review Response Form. - A complete and clear response will expedite the re -check and approval of this project. COMNIENTS: I Amend the plans to specify the types, sizes and openable area of natural light and ventilation sources (windows, skylights), with an area of not less than 1/10 of the floor area for light, and with an area of not less than 1/20 of the floor area for ventilation in all applicable rooms per 2001 C.B.C. section 1203.2.. 2. Revised the Title 24 Energy Compliance Report to reflect the adjusted windows sizes. 3. Amend the windows to provide the minimum required means of emergency escape from the bedrooms. Specify that the escape opening has'a minimum net clear opening of 5.7 square feet; minimum net clear opening height of 24 inches; and minimum net clear opening width of 20 inches. Further, specify that such windows have sill heights, which are not more than 44 inches. above the floor, and open directly to the street, public alley, and yard or exit court per 2001 C. B.C. section 310.4. ' 4. Specify the use of 11 OV smoke detector(s), with battery backup (which are audible in all sleeping areas) at the following locations: (1) all bedrooms; (2) centrally located in corridor and hallways leading to bedrooms; (3) above tops of stairs; and (4) at least one at every level per 2001 C.B.C. section 310.9.1, 310.9.1.4. 5. Specify the location of a 22 -inch x 30 -inch minimum attic access per 2001 C.B.C. 1505.1. 6. Specify the number, type, size, and locations of ventilation for attic and enclosed rafter -spaces per 2001 C. B.C. section 1505.3. 7. Identify the location of the water heater. 8. Identify the location of the furnace and air conditioning units. Further, identify the location of the air conditioning disconnect. 0 0 If you wish to discuss any of these comments, please call (530) 538-7541. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. rism Lee Wrede:7 Building Plans Examiner kwreden@buttecounty.ne cc: VerTech Engineering Butte County Department ofDevelopment Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATIVE PERMIT FOR TEMPORARY TRAVEL TRAILER 1�ame: 06o&66 HIRAI-6,1- Mailing Address: Assessor's Parcel Number for Site: 0 a, I - 3 A S Street Address of Site: 513,q W - 1-1 U6 E-mail Address: A)cAj 9 Phone #: Building Permit Receipt Number: (Show copy of signed permit) �L, Date Sewage Disposal Permit Issued: (Show copy of signed permit) 3//A 2. I certify that the above information is correct and that I have read Butte County Code Section 24-300-C (on the reverse side of this application.) Applicant's Signature: Date: . 0016 V TO BE FILLED IN BY PLANNING DIVISION Date Application Received: Zoning: A Verified by: Permits Reviewed by i— I All, C_ Associated Building Permit# 694 — oll f Associated Building Permit # Administrative Permit # 104d 06 —CL9,3 Planning Approval by Date Approved: aec7l!?� Date revised: July 19, 2006 K:\Planning\FORMS\APPLICATIONS\ADM—Temp Travel Trailer.doc (over) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT - 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CkICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.nellWds PERMIT NO. BP062186 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/12/2006 APN: 021-132-057-000 the Business and Professions Code, and my license is in full force and effect. License Class License Number: Site Address: 534 W LIBERTY RD GRI Date: Contractov Mapindex: Description DEMO- REMOVE EXISTING MOBILE OWNER -BUILDER DECLARATION I hereby affirm under penalty' of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 HOMEON PERM FNDN Business and Professions Code: Any city or county which 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 Owner: HIRALEZ, GEORGE AND JOSEPHINE signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 534 W LIBERTY RD she is exempt therefrom and the basis for the alleged exemption. Any GRIDLEY, CA 95948 violation of Section 7031.5 by any applicant for a permit subjects the 959418 applicant to a civil penalty of not more than five hundred dollars ($500).): 530-846-3422 0 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: HIRALEZ, GEORGE AND JOSEPHINE provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 534 W LIBERTY RD proving that he or she did not build or improve for the purpose of GRIDLEY, CA 95948 sale.). 95948 Q 1, as owner of the property, am exclusively contracting with 530-846-3422 licensed contractors to construct the project (Sec. 7044. Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). I am Exempt under Article 3 of the Business and Professions Code Contractor: 1-)A-06 Date: Owner: WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 0 1 have and will maintain a certificate of consent to self -insure for workers' compensation. as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carder and policy number are: Engineer: Carrier: Policy #: I certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. issued, I shall not employ any person in any manner so as to Valuation: $0.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: —,NL4,4, 4 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), -in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is b i ed under the appli ble provisions of the BiAte County CodFi Prid/or I hereby affirm that there is a construction lending agency for the Resoluti dicated a ve for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) o Name: By: Date: Address: PERMIT EXPIRES ON:( (Date) 13 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. • Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. • Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct. and that I am the owner or the duly authorized agent of the owner. I agree to comply with all coOnty and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Signature: Date: a 0 0 0 owner Cl Contractor LI Agent for Owner U Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQ UIRED A T TIME OF APPLICI TION Website: www.buffecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name A iq A 49� Z r irst Name 6--0 Rae Address 53Y W. h8 R4, city A I 19i.6- S'a,6 + City atz,OL'5�4 PhoneT a _01 x Fa 11) E-mail A, ARCHITECTIENGINEER CONTRACTOR Name G'6e) P a H.) Rog L Address -573Y W, 4)v6x-ry, P—A City atz,OL'5�4 State 'CA Stat6 CA zip PhoneS3D -,6-3,,,,,- Fax E-mail &IJ Uc. # Class ARCHITECTIENGINEER Name Vc�x — '7;�c- ii c -A)--,, P 45-r- P—) tj Address -:3,?3 kio:, zipoao vi5 S,7/4 .700 city Phone State 'CA 7jPq5q. . .2,6 Phone,,,(, — yq I Page Fax - .- E-mail Y15 -A ree"y 0'�g c 41 e &IJ SL-44icense Number tier] e b 9j ?If APPLICANT INFORMATION Name Address Pity State Zip Phone Fax E-mail APPLICANT SIGNATURE X 3/� For office use only: IMP, Zoning JA—b I Flood Zone I X I SRA I Yes Occ. I Type Const. Subdivision Name Map Book I Page Lot # Address — — q-, IA., z v\� <J -y—) Date Approved: PERMT NO. BP BIN N PROJECTLOCATION AP# A 1 13 .2 -- 0 5-1 Property Address x 44 ,573// z)y'r4T city 1'0 L 'rg'o"iv WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address — — q-, IA., z v\� <J -y—) "5;�cflptlon or Scope o Sq FT- Liviny- k2d1dVU Open Cov I �Zgo 0 Structure Built without Permits 0 Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be OVER FOR SUBMITTAL REQUIREMENTS - LL KWORMS\BUILDING FORMS\B1dgApplSubRqmts-doc Pade I of 2 REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior'to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. I Received by: Amount: Bldg SRA Receipt #: ____She6ff —SMIP Other Date: Total REV 8-12-05 , "" C. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to'avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ X ] NO 2. 1 HAVE HAVE NOT signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: ' PHONE: CONTRACTOR'S LICENSE NO: 4. 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. 1 will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OVvrNER: DATE: 9,I)or, . I NOTE: This Owner -Builder verification is required by Section 198,31 and 19832 ofthe California Health and Safety Code. � This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buffecounty.netfdds OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the'responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers" compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-bui I der" 4bu i I ding 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-CSLB (2752) or by accessing their website at www.CSLB.ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Z; Sincerely, Scott Rutherford Manager, Building Divi Vion NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. RECORDING REQUESTEDe. 7 COUNTY CENTER DRIVE UNKNOWN 4b 4a -4 GD 10 rs, 10 --3 1 DATE OF MANUFACTURE Recorded I REC FEE 10.60 Official Records I CONFORM 1.00 95965 County Of I ZIP BUrTE 538-7541 CANDACE J. GRUBBS AND WHEN RECORDED MAIL TO: Recorder ROSEMARY DICKSON OF LOCAL AGENCY OFFICIAL Assistant I Mark DEALER NAME (ifnot a dealer sale, write "NONE") 12:25PM W -Sep -2M I Page I of 2 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. GERALD RAY MARKGRAF AND PRISCILLA MARKGRAF PLEAL PROPERTY OWNER/LESSOR 534 W. LIBERTY RD. MAILING ADDR.ESS GFJDLEY BUTTE CA. 95948 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFER -ENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (ifalso property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PER -MIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE UNKNOWN MAILING ADDRESS DATE OF MANUFACTURE OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-2717 (530) 538-7541 BU�I�LDI PERMIT NO. TELEPHONE NUMBER Q - a -Z —04 OF LOCAL AGENCY OFFICIAL DATE DEALER NAME (ifnot a dealer sale, write "NONE") NONE DEALER LICENSE NO. UNKNOWN 1977 UNKNOWN MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMENUMBER GDWDCA06772920AfB 55'X 24' 030256/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 021-132-057 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept F2 Al 9 1 -3 4 90, IIFCONDINCI I.E,.Uk5! :V AND 1-.�:CPV.-I AN9 WIIFN AECOnDEO JAIL TO The undersigned grantor(s) declare(s): Documentary transfer tax is $ 42. 90 X ) computed on full valuc of property conveyed, or ) computed on full value less valL;c of licns and -ricumbrances remaining at time of We. X ) Unircorporated area: and FOR A VALUABLE CONSIDERATION, receipt of w1iich is hercl)y acknowledged, JTNMDA. JONES, A SIWLF t%%WJ N4D HUr3i R. KNOX, AS IIIS SrPARATE PROP= hcrchv GRANT(S) to (;rUWD RAY �VWGRIT. and PRISCILLA WMGRAF, husband and wife, as Joint Tenants the following clescril)cd real property in the County of Butte State of Ca;ifornia: The East 90 feet of the I�st 250 Ceet, as ffeasur�- frorn the centerline of rrench Avenue of Lot 26 of Gridley Colony No. 4, accoraing to the Map of said Colony filed in the office of the Recorder of the County of Butte, State of California, rebmtry 5,.190'7 in Book 6 of Maps, at.page 8. EX(EMNG TILERErROM the North 396 feet therincif. Dated: July 17, 199.1. 14" a STATE * 01: CALIFORNIA COUNTY01: 13UM f Oil AUGUST 20, 1991 Worc niv, ilic ondersigned, :I Notary Ilublic in anti for said Statc, Ill: r%o na I 1Y ;I p pra re. I JENI-` -TIDA 17ON11-1 6 I rod I R. 7M57- 5.00 42.90 47.90 CD I �t �rsmally known to me or pro% -ed to mv tin Oil: basis of s21- isfactory evidt-tice I,) be dic licrsorfi—w1iose namc S ARE -dg d %tiliscri6ed to Oil: wiiiiin instrumcnt anti arknowl, r ,],,,t '11IFY cxectitt-dilicsame. Wil NESS in%- liand �.ind �offwl. 71. Nigiuooc LTNDA V. WILSON crhi, airit (,it oivi,w MAIL TAX STATEMENTS AS DIRECTED ABOVE IEND OF DOCUMENT 534 W. Qkl[)11.'� 0%. 95948 91-034961 1 Rec Fee I DOC ' . MAIL TAX STATEMLNTS 70 Recorded I Check - official Records I County of I SANT-. AS ABOVE Butte I Candace J. Grubbs I I ,,O:ecorder m 26 -Aug -91 I SPACE ABOVE THIS LINE FOR RECORDER'S USE A—" 021-112-057 Individual Grant Deed THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY The undersigned grantor(s) declare(s): Documentary transfer tax is $ 42. 90 X ) computed on full valuc of property conveyed, or ) computed on full value less valL;c of licns and -ricumbrances remaining at time of We. X ) Unircorporated area: and FOR A VALUABLE CONSIDERATION, receipt of w1iich is hercl)y acknowledged, JTNMDA. JONES, A SIWLF t%%WJ N4D HUr3i R. KNOX, AS IIIS SrPARATE PROP= hcrchv GRANT(S) to (;rUWD RAY �VWGRIT. and PRISCILLA WMGRAF, husband and wife, as Joint Tenants the following clescril)cd real property in the County of Butte State of Ca;ifornia: The East 90 feet of the I�st 250 Ceet, as ffeasur�- frorn the centerline of rrench Avenue of Lot 26 of Gridley Colony No. 4, accoraing to the Map of said Colony filed in the office of the Recorder of the County of Butte, State of California, rebmtry 5,.190'7 in Book 6 of Maps, at.page 8. EX(EMNG TILERErROM the North 396 feet therincif. Dated: July 17, 199.1. 14" a STATE * 01: CALIFORNIA COUNTY01: 13UM f Oil AUGUST 20, 1991 Worc niv, ilic ondersigned, :I Notary Ilublic in anti for said Statc, Ill: r%o na I 1Y ;I p pra re. I JENI-` -TIDA 17ON11-1 6 I rod I R. 7M57- 5.00 42.90 47.90 CD I �t �rsmally known to me or pro% -ed to mv tin Oil: basis of s21- isfactory evidt-tice I,) be dic licrsorfi—w1iose namc S ARE -dg d %tiliscri6ed to Oil: wiiiiin instrumcnt anti arknowl, r ,],,,t '11IFY cxectitt-dilicsame. Wil NESS in%- liand �.ind �offwl. 71. Nigiuooc LTNDA V. WILSON crhi, airit (,it oivi,w MAIL TAX STATEMENTS AS DIRECTED ABOVE IEND OF DOCUMENT RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 00P'Y of Document Recorded 30 -Sep -2004 -2004-0060312 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. GERALD RAY MARKGRAF AND PRISCILLA MARKGRAF REAL PROPERTY OWNER/LFSSOR 534 W. LIBERTY F -D. MAILING ADDRESS GRIDLEY BUTTE CA. 95948 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property o�ner, rite "SAME") SAME MAILING ADDRESS S)"4E CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PER.MIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-2717 (530) 538-7541 BUVILD G PERMIT NO. TELEPHONE NUMBER S19KAJURE OF LOCAL AGENCY OFFICIAL t0f�E DATE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO UNKNOWN 1977 UNKNOWN MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER GDWDCA06772920AJ"B 55'X 24' 030256/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEEATTACHED ASSESSOR'S PARCEL NUMBER 021-132-057 HCD FORM 433(A) REV. 8191 W L' I OL". � CJ !:V AW.) I;LCC1:1!,L9 MA:i. To 534 9-942 MAIL TAX STATLULNIS 73 ST -Yr-. AS 70(N117 9 1 - 3 4 9 6*1 91-034L.�61 I Roc Foe I DOC Recorded I Check official Records I County of Butte Cendace J. Grubba I Pecorder I 5.00 42-90 47.90 8:00am 26 -Aug -91 I CD . .. ...... SPACE ABOVE THIS L114E FOR RECORDEWS USE 021-112-057 Individual Grant Deed THIS FORM FURNISHED BY BIDWELL TITLE & CSCROW COMPAIAY The undmigned grantor(s) ticclarc(s): DocusnentLry transfer tax is S ' 42.90 X ) com'utcd on full valuc of property conveyed, or P ) computed on full value less val-c of licns and mcumbmnces remaining at time of !ale. y ) Unitxorliorated area: and FOR A VALUABLE CONSIDI-AtATION, receipt of wliich is hereby Lcknowicdgicd, JFN7.ID;k A Sllr;Lr. 1-,'a-VT1 AND HUai R. Y,140X, AS I ITS S M-ARATE PmPrRw hcricliv GRANT(S) to CrrjjD lu�y jw�,yGRAr ancl PRISCIIZA !-WU,G!QT, husband and vife, as Joint 'Penants the follov.-ing described real prolwrty in the State of Ca;ifornia: County of Butte The East 90 feel, of the I -Last 250 fect, as rreastz-ad fran the centerline. of French Avenue of iDt 26 of Gridley Colony 1b. 4, accor3irg to the Map of said Colony filed in the office of the Recorder of the County of Butte, State of California, rebruziry 5, 190-7 in Book 6 of maps, at page 8. OWUPTING IDLETUM-1 the North 396 feet thcreof. I'lated: ji-,Jy 17, 1991. X S'I*A'1*1-. OFCALWORKIA � 7�- (:OI:N INOI: IV= 41 S. li6g-hCr� Knox 01. Aurm 20, 1991 bc(,rc ,tic. thi: midmign'.d. J Nwa 110,11C in anti for �aid State. P,.r--n-iIIyjrI,r.tmI jam, & I -IN� FLGI R. YA --1pvr%�)r.alis--Ln,,wn-t,)-mc-t,r-pt,jv,cd-tii.nic on (tic 1-�Sis ill 52t- --isfact tor.'cvidt-nce 1, 1 lie i tic perstirQ_ wliosc name ARE td:scril-c-1 wititin in%trumew anti wcutc-cl ifiv %amr. WIINI:sS m%, liand.ind iti'l �"[J III. -or(. uu) o inw MAIL -I AX STATEMENTS AS DIRECTED ABOVE END OF DOCUMENT I BUILDING PERMIT NUMBER: 04-2717 Address or location of unit: 534 W. LIBERTY RD. GRIDLEY, CA. 95948 Legal Description of Real Property: AP#: 021-132-057 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: GERALD RAY MARKGRAF AND PRISCILLA MARKGRAF Owner's address: 534 W. LIBERTY RD. GRIDLEY, CA. 95948 INSIGNIA OR HUD NUMBER: 030256/7 SERIAL NUMBER OR V.I.N.: GDWDCA06772920A/B MANUFACTURER'S NAME: UNKNOWN YEAR: 1977 OFFICIAL APPROVING INSTALLATION: DATE: cl - --17 - 04 PHONE: (530) 538-7541 H.C.D. 513C 09/15/04 0�:36 FAX 530.8460584 BTEC GRIDLEY 0002 STATE OF CALIFORNIA - BU$INEMS, TRANSPORTATION AND HOUSING AGENCY ARNOLI) 6cHwARzzNEGQER, Govemor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT ING 4+ Division of Code$ end standards Title Seareb Date Printed: 09/1512004 Decal #: Manufacturer: Tradename- Model: Manufactured Date: Registration Exp: First Sold On: LAT6628 GREATLAKE 07/201'1977 Serial Number GDVIDCA06772920A GI)WDCA06772920B HUI) Label! Insignia 030256 030257 Record Conditions: Voluntary Conversion to LIFT Registered Owner Use Code: SFD Original Price Code: ADN Rating Year: Tax Type- LPT Last ILT Amount, Date ILT Fee Paid- ILT Exemption, NONE Length Width 55, 12' 55, 12' (3ERALD R.A.Y MARKORAF PRISCILLA MARKGRAF (Joint Tenants with Right of Survivorship) 534 W LMERTY RD GRIDLEY, CA 95948 Last Title Date: I.V21/1991 Lost Reg Card: 11/21/1991 Sale/Trungfer Info: Price. $2D,000.00 Transfcrred on 08126/1991 Situs Address: 534 W LIBERTY RD GRIDLEY, CA 95948 Situs County: BUTn Inactive Decal/DMV: DNIV SP3418, DMV SF6390. DNIfV SF6389, DECAL AAB1878 Title Searches: BIDWELL TITLE & ESCROW P 0 BOX 949 560 KE14TUCKY ST GRIDLEY, CA 95948 Title FUe No: 215390-LYN END OF TITLE SEARCH STATE OF CA.LIFORN-LA .001 :;W4. BUSINESS, TR�SPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT A DIVISION OF CODES AND STANDARDS REGISTRA'nON ARD =ING PROGR-AM MTEMENT OF FACTS This unit is . a: ='Mobilehome El commercial Coach' Floating Home 0 Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) '6- 0 w p C,4 o 6 7 7 -2- ? 2-- 0 14 7- 4 6;� 6� /f 6 I/We, the under -signed, hereby state: 14�( , - I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and'subsequebt purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We cert'ify -under penalty of perjury that the foregoing is true and correct. 9 Executed on at (Statc) (Date) (City) Signature(s) 64V A- 10 Printed name(s) Address q 6 6 a -t4. OA - City State T I I -T-% A -7e Z /T) r71 I AK)j N M 1--L , OL'01 1) !�V BM"T311. 9 1 - 3 4 9 6 1 I — I r,.,, ;QII AND VMIFN RLCOMM) TU It'll 534 rJ1I1q'*1':* "�:Vl) 91 noc Poe 5.00 I DOI; 42.90 Rocordad I Check 47.90 UAIL TAX ST&TUJU415 TO official RecordB I County of SN,2. ASS MW71' Butte Cendace J. Grubba I Pecorder 8:00am 26 -Aug -91 I CD I 1E FOR RECORDER'S USE - SPACE ABOVE THIS LIN 021-112-057 Individual Grant Deed THIS FORIA FURNISHED BY BIDWELL TITLE & CSCROVI COMPA"V The undersigned grantor(s) dcClare(s): Do"mientary transfer tax is S 42.90 X ) Computed tin full value of property conveyed, or ) computed on full value less val-e (If licns and :ncumbrances rcmaining at time of We. X ) Unincorporated area: and 1:()ItAVAI.UAlil.l:(:ONSII)I-'ItA-1-10,N,rcceiptfifwliichisltercl)yack-nowlcdged. MvT-2j)AJ0Nr--'q, A SIT4..-,LF. IMAUNN AND Mal R. IMX, NS lirt; SrPARAM VROn1IM hcreby GRANT(S) to =,.PJD RAY IW-YGW and PKESCILIA !.WU\GPJT, hmband and w-ife, ass Joint 'llertants tl,.c folimving described real property in the 11 Countv of Butte State of Uiforitia: The East 90 feel of the wast 250 fact, as wasured fran the centerline of French Avenue oi Lot 26 of Gridley Colony 14o. 4, acmrling to the Mon, of Said Colony filed in t1ya office of the PL---.)rder of the County of Butte, State of California, rebnazirl 5, 190'7 in Book 6 of mnp3, at rag,- 8. ED(rCpTjW, njErErm4 tlp- North 396 feet thereof. l"Mcd: jLly 17, 1991. SI*A*1*1-. OFCALIFORNIA I.N. ol: WM Oa AtirjisT 20, 1991 bc.(,rc nw. 11,c. midemped. .1 'N"'13 110,647 in anti for t2id State. pur-nall.vaill,rare I -Y -Ja$T: ?�It & MW R. NOX X y -Prr" .Aly- 1,,wn4,4-mc�.,ti.cd-tu- v un the I -z isf.ictor. . cvj,j(-jjcc p, 1,c the persorr�—wliosc nanic q 'ARE :o. I-, flit. %�ijjjifj iittrunient and ckm)wl. '11IT"Y cv,,culeti the %anic. I -m I %711 N'FSS inv liand ind ,ff I'lli, M3 fill "Ili, W LTNDA F. Ion,, -n* t;Ea w, usiu!-c, MAIL TAX STATELIENTS AS DIRECTED A0011 END OF DOCUMENT ATTACHED ARE THE DECALS FOR AN O�2/-/3Z-057 NOTES' RESIDENTIAL PERMIT NO. _!��021-132-057__ _Y(70�1-27�17 MARKGRAF 534 W LIBERTY, GRIDLEY C Cont: SIERRA MHS EX MH PERM FND THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICtNSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S)..-" INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED BY — SRA — FLOOD CERTIFICATE REQ. — FIRE SPRINKLERS REQ. —SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS, SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWids PERMIT NO. BP042717 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/21/2004 APN: 021-132-057-000 the Business and Professions Code, and my license is in full force and effect. Z' .., ,.. License Class ,-d2 311f6 License Number: /6 Site Address: 534 W LIBERTY RD GRI 4il �01/11 Date: Contractor. Map Index: Description: EX MH ON PERM FND OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MARKGRAF, GERALD & PRISCILLA 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 pursue nt to the provisions of 534 WEST LIBERTY RD the Contractor's State License Law (Chapter 9 commencing with Section GRIDLEY, 7000) of Division 3 of the Business and Professions Code) or that he or CA 95948 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).): 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SIERRA MOBILE SERVICE owner of property who builds or improves thereon. and who does such work himself or herself or through his or her own employees, BILL REID provided that such improvements are not intended or offered for 466 CIRCLE DRIVE sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of OROVILLE, CA 95966 proving that he or she did not build or improve for the purpose of 530-534-0599 sale.). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SIERRA MOBILE SERVICE pursuant to the Contractors' State License Law.). BILL REID I am Exempt under Article 3 of the Business and Professions Code 466 CIRCLE DRIVE OROVILLE, CA 95966 Date: Owner: 530-534-0599 WORIKERS'COMPENSATION DECLARATION I hereby affirm under penalty of pedury one of the following declarations: License #: 470386 13 1 have and will maintain a certificate of consent to sel�-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. Architect: u--r"have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 Q 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, 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. Y o Date: Applicant: WARNING: Failure to secure morkers' compensation coverage is unlawful. and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issue d under theaRplicable -provisions of the Butte County Codoanedor I hereby affirm that there is a consCruction leAding agency for the . Resoluti do %qork indAg�rch fees have been paid. �5ilsx performance of the work for which this permit is issued (Sec 3097 Civ.) /Ty Name: B : LtX Date: I V- f Address: PERMIT EXPIRES ON:— r (lillate) 0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. [3 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. 0 Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Signature: 7 1A , A/` Date: 0 Owner Er—contractor Q Agent for Owner Q Agent for Contractor 4 = ov - 0 = Not OK - = Not Applicable . = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except Ws 1 . Zoning Req uirements-Setbacks- Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test- Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. P Nat. or / P' L "ft./ PLPG 7. Well Clearance & Disconnect C 64 C 6 3 o -Z S`617 MISCELLANEOUS Date 8. Utility Clearance 1. Zoning Req uirements-Setbacks- Easements 2. Footings; Soils-Size-Depth-Spacing-Connectors-SteeI Date Decks, Girders and/or Joists- Dec king - Bracing -Stairs- Rai Is Card B-1 Date Card B-1 Date Wood Awn.; Posis-Beams-Rftrs-Connectors Shthg -Frg -Bracing Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except Ws 6. 1 . Zoning Requirements -Setbacks -Easements Electric 2. Footings; Size -Spacing- Marriage Line Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 3. Gas; MH Test -Demand -Valve -Connector Siding; Nailing -Veneer -Stucco -Mesh 4. Electricity; MH Test -Crossovers -Breakers -Clearances Roof; Shthg-Roofing 5. Drain; MH Test -Fall -Flex Connector Ext.; Steps- Doors- Landings 6. Water; MH Test- Regu lator-Con nector Braced Wall Panels 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Tie Downs -Type -Installation Cert. Card B-1 Date Card B-1 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 2. Soils; Compaction -Structure Stability 3. -Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date 4. Card B-1 Date Card B-1 Date 5. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Elec.; Enclosures; Conduit Entries -Term i nals- Listed 1 . Zoning Requirements -Setbacks -Easements Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 2. Footings; Size -Spacing -Marriage Line Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards- Ins. to Main Conduit 3. Blocking Health De�artment Approval 4. Gas; MH Test- Demand -Valve Plumb.; Cir. Test -Water Supply Test 5. Electricity; MH Test Light Niche 6. Water; MH Test Enclosure; Fencing -Alarms 7. Water and Sewer Connected 8. Gas and Electricity Tagged Card B-1 Date - Card B-1 9. Exits Card B-1 Date Card B-1 10. License Decals 11. Verify Ws with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 C 64 C 6 3 o -Z S`617 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except ft 1. Zoning Req uirements-Setbacks- Easements 2. Footings; Soils-Size-Depth-Spacing-Connectors-SteeI 3. Decks, Girders and/or Joists- Dec king - Bracing -Stairs- Rai Is 4. Wood Awn.; Posis-Beams-Rftrs-Connectors Shthg -Frg -Bracing 5.o Alum. Awn.; Col um ns -Con nections-SpI ice- Decal- Enclosures 6. Carports; Windows -Doors Electric -7. 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11.. Ext.; Steps- Doors- Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except Ws 1 . Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. -Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Term i nals- Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards- Ins. to Main Conduit 9. Health De�artment Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 4 = OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1 . Zon i ng -Setbac ks- Easements- Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Sternwalls, Main; Steel -B lockouts -Wrapped 6. Sternwalls, Garage; Steel- Blockouts-Wrdpped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftq.-Steel 9. D.W.V; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 65. 17. Water Htr.; Vent -Access -Combustion Air Baffle 66. 18. Water Pipe; Test & Anchor -Nail Protection 67. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 68. 20. Shower Pan; Test, First Floor -Tub Access 69. 21. Test Tub & Shower, Second Floor -Tub Access 70. 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. r, Date Date 73. Date Card B-1 CardT-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 24. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 25. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 26. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 27. Romex Installed Close to Edge of Studs & CJ Plb.; Elec. & Mech. Equip. Listed for Location 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insu lation- Foam -Looked in Attic 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At Guard Rails & Deck Construction- Post Caps 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes C1 No Fc1n. VBents & Crawl Hole Door Drainage & Wood -Earth 32. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor 0 Yes 33. Equip. Clearances Panels- M otors- M ech. Equip. Following Instid./Drive 0 Yes 11 No/Walks 0 Yes Cl No/Planters Q Yes CI No 34. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 87. Card B-1 Date Card B-1 Date 88. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 36. A.C. Ducts Insulation & Support Glass Protection 37. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 38. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 39. Furnace -Vent Access -Comb. Ait- Return Air Vent 115 Outlet Water & Sewer Connected -C/O to Grade -HD Approval 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. 'Walls Studs -Nailing Spacing & Braces- Plates -Sou nd 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46:- Headers & Beams -Size & Bearing r: Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties cr Type A Flue -Fireplace Throat Flearance 50. Aftic Access; Size & Romex Protection- Draft Stop -Ins. Baffles 51. 43drm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width- Headroom- Rise- Ru n- Landing- Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-UnderfIr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration-Walls-Winclows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection- Land i ngs 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor- Ducts- Mech. Protection 67. Bedroom Exiting 68. G.Fl. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insu lation- Foam -Looked in Attic 81. Guard Rails & Deck Construction- Post Caps 82. Fc1n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instid./Drive 0 Yes 11 No/Walks 0 Yes Cl No/Planters Q Yes CI No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical- Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.Fl. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: n X BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www1buftecounty.neAdds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. z/ �7e 3e6 License Class: License Number: Date: Contractor ,oll� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). L) 1, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 0 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Libor Code, for the performance of the work for which this permit is issued. Q--rhave and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier:— Policy #: ? PERMIT NO. BP042717 Issued Date: 09/21/2004 APN: 021-132-057-000 Site Address: 534 W LIBERTY RD GRI Map Index: Description: EX MH ON PERM FND Owner: MARKGRAF, GERALD & PRISCILLA 534 WEST LIBERTY RD GRIDLEY, CA 95948 Applicant: SIERRA MOBILE SERVICE BILL REID 466 CIRCLE DRIVE OROVILLE, CA 95966 530-534-0599 Contractor: SIERRA MOBILE SERVICE BILL REID 466 CIRCLE DRIVE OROVILLE, CA 95966 530-534-0599 License #: 470386 Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 13 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENC�Y- -1hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: aeafk L114;6-3 / ,#-q9.qo This permit is hereby issued under the applicable provisions of the Biitte County CodA anrl/or,--, Resolutio i J4s do w1ork ind ch fees have been paid. :2/n B17fr-,AbC,4 2�� ( Date: 'k %,-L- V PERMIT EXPIRES ON: 0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 0 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. 0 Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the dulya,uthorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Signature: Date: Q Owner 0—c—ontractor Q Agent for Owner E3 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQ UIRED A T TIME OF APPLICA TION "PLEASE PRINT CLEARLY" 1 ­UK SUBMITTAL REQUIREMENTS PERMIT NO. "I'lon BP OLI ot I BIN # LOCATION OWNER Last Name k P_ K C, A A F rst Name r Address city city State State c Zip 767V T Phone V Fax E-mail Lc.# �76596 1 ­UK SUBMITTAL REQUIREMENTS PERMIT NO. "I'lon BP OLI ot I BIN # LOCATION CONTRACTOR Name City Address Address city e only: State zip ?'�-fa Phone State Fax E-mail S-3 q 0_5-6 jc� Lc.# �76596 Class 4s 1 ­UK SUBMITTAL REQUIREMENTS PERMIT NO. "I'lon BP OLI ot I BIN # LOCATION ARCHITECTIENGINEER Name City Address Address City e only: State --T---Ip If hiring anyone other than license contractors, a certh7cate of worker's compensation must be shown at the time of permit issuance. Flood Zone State Fax Phone S-3 q 0_5-6 jc� State License Number 1 ­UK SUBMITTAL REQUIREMENTS PERMIT NO. "I'lon BP OLI ot I BIN # LOCATION APPLICANT NAME Name City Cross Street Address For offic e only: city If hiring anyone other than license contractors, a certh7cate of worker's compensation must be shown at the time of permit issuance. Flood Zone State SRA Phone S-3 q 0_5-6 jc� ZC. Fax E-mail u—b—diVis-ion Name Map Book 1 ­UK SUBMITTAL REQUIREMENTS PERMIT NO. "I'lon BP OLI ot I BIN # LOCATION APPLICANT SIGNATURE X City Cross Street For offic e only: ZonjPjf If hiring anyone other than license contractors, a certh7cate of worker's compensation must be shown at the time of permit issuance. Flood Zone Name SRA I Yes I No ZC. I Typ'e Cohst. u—b—diVis-ion Name Map Book I Page J 1 ­UK SUBMITTAL REQUIREMENTS PERMIT NO. "I'lon BP OLI ot I BIN # LOCATION AP# 6 ;L 1 13 _k o S7 Property Address City Cross Street WORKER'S COMPENSATION Policy Number Carder If hiring anyone other than license contractors, a certh7cate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage 0 Structure Built without Permits 0 Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a pern-dt has not been issued will expire one year after the date of application. In order to renew action on an �pplication after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paidthe fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. CIL4n Received bov Amount ­-, I :z Bldg SRA Receipt #:41;LS31 heriff SMIP –Other Date: Total -DEPARTMENT OF DEVELOPMENT SER -VICES -BUILDING DIVISION COUNTY OF BUTTE �7/7 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: fi�(a -k ,, ASSESSOR PARCEL NUMBER 7 0 Proposed Building Use: Counter Technician Date Items required in order io a'p6ly fof a permit, A�)l boxes MUST be checked OR marked NA in"brileYto'apply. -6 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans. . 0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. 7.;',.,Statement of Intent for Non -heated and A/C for Non -Residential Buildings. N a nufactured homes: (A)-aata- 4Q.E[ooLPJaa_(D)Jje" or fnd plans, all in duplicat 01 9. Mgtal.bldgs: (A) Metal Bldg Plans, (B) Frid plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the enginee . 0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate 0 11. Site plan and business license approval from the City of Biggs 0 12. Letter of intent for non-residential buildings 0 13. Detached Accessory Building Form filled out by the owner 0 14. Hazardous Material Form 0 15. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable. 0 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 0 17. Fire Sprinklers ............................................................................................ 0 18. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by_.. 0 19. Soils Report and/or Engineered Foundation required ........................................... . ........ 0 20. Erosion Control Plan Requi�ed ........................................................................ ........ 0 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 22. City of Chico Plumbing permit ........................................................................ 0 23. California Department of Forestry plan approval 0 paid. Sent by: . ............. 0 24. Planning approval (A) Use: -(B)Parking: _(C) Parcel Check: - 0 25. Contact Land Development about - Improvements, - Drainage ......................... 0 .26. NPIDES Form ............................................................................................. 0 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Pre -inspection for - j2-44 0-Le,?efL2:�2 required ....... 0 29. Contractor's license inf6rmation.'(Numb'd, Name Style�Classification) ................... 0 30. Worker's Compensation Carrier and Policy Number .................................... -- 0 31. Owner -Builder Verification (_ Given to owner, -Mailed to owner) ..................... 0 32. Letter of Signature authorization ..................................... ....... ­* .... * ....... 0 33. Recorded copy of Agricultural Acknowledgment Statement.. **­­'*­­ ...... ", ­ - 0 34. Manufactured home utility clearance ............................................................... 0 -35. Existing violations and/or expired permits ............... I ......................................... 0 36. Deed Restriction... .................. 37. TGrant Deed,ZtM.H. Title/Statement of Facts, 0 Letter from Legal Owner, i]��heck to H.C.D. $ 0 38. Other: 0 39. Other: When issued Telephone !EE�?a - r and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1" /j Date: 1. Index permit application for 11te-above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by Date: Contractor, designer, owner, was advised of the! Aove data by 0 phone� Omail, 0 counter by Date: Plans reviewed by: Date: 1. Zo - 0 Plang'approved by: Date Structural reviewed by: M Structural approved by: Date: Note transfer by: Date: Yellow: Building Division I) Building Permit Number: Owner Name: mo /�z T12� Residential Construction Requirements IENI[PORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMTLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also.be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall. to be one foot or more above the I 00 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than I square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. CIA, A Page2of2 Building Permit Number: Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. MFire sprinklers are required in this structure. MThe following parcel map requirements shall be met: 1� All structures and equipment including overhangs shall be clear of all easements. J\ A setback ofa6 e from the side and0l'�eet from the rearproperty lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. 4 MOBILEHOME SUPPORT DATA Mobilehome Mfr. Setup Model No. �2-9'>-e Year �'977 Width — 2.. q (f t.) Length 2--.. .'(ft.) .-Ekpand&Size ft.X ft. (Draw support details below) On all mobilehomes manufactured after -October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not onfile with,the County of Butte). rl S, Footings-(check.one) Wood either pressure treated or anter Center Support fdn-. grade. appor Footing Sizes 'r/ (in.) J :)cat'onsl 2. Concrete pad. YX -3 0 3. Other, specify in.) —3LnA. A I Supports (check one) Concrete block 2. Concrete piers n-) .(in.)(in.) 3. Steel piers 4. 0 t her, specify al Support t.pin�. in.) Fyopoticing Size (in.)(in.) .4 -401, (in.) Max. Pier Spacing T -E. in.) in.) k in. (in.)(in.) Max. Overhang '-If center piers are other than drawn above, BUTTE COUNTY draw in locations, spacing, and dimensions. BUILDING DEPARTMENT APPROVED ,BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. owner's name: 2. Installer's name: 3. Is the site currently under permit? Yes No (If yes, furnish permit number OR Is the site an existing site? Yes No (Ifyes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes No (If no, clarify 5. What is the mobilehome electrical rating? ----------------------- ,15 Amps 6. What is the mobilehome site service rating? --------------------- 0 Amps 7. What is the mobilehome site circuit breaker rating? ------------- Amps 8. Is there any other electric load to be served by the mobilehome site service? ----------------------- ; ---------------------------- Yes No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- 10. What is the type of gas service? ----------------------------- Natural LPG 11. What is the gas pipe length from meter or tank to the mobilehome? IJ —(ft.) 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This i formation not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 91212003 SECTION INTRODUCTION - GENERAL INSTALLATION PARTS LIST LONGITUDINAL DEVICES PIER HEIGHTS - SET -UP INSTRUCTIONS FOOTER SIZES INDEX PAGE NUMBER 2 3 4 & 5 6 7- 8 RELEASE DATE 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 WIND ZONE I SINGLE 9 9/2/03 DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE 11 - SINGLE 13 9/2/03 - DOUBLE 14 912/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS 16 9/2/03 SOIL CLASSIFICATION 17, 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 9PA This 'Approval MANUFACTURED HOME/MOBILE HOMIS FOUNDATION SYSTEM RKALTH AND SAFETY CODE, -SECTION 18551 APPROVED SURYEa TO CORRECTIONS'NOTED FROVAL DOES NOT AUTHORIZE Olt APPROVE ANY ISSJONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS State of California Zd Community Dovial 1 S AND STANDARDS (sipwove) COMPONENT PARTS AVAILABLE UPON REQUEST i3UTM COL)Nfy RUILDING DEPARM R 0 V. t 4 P rp 03 tl- 00 0 C14 0 (y) 0 Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home ma ' nufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to'be used on sing . le or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center-, multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls*with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewal.1) of 12" for Zone- 1, 8" fo Zone 11 Maximum pier height under main rails -see page 7. The Vector Dynamics Foun ' dation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four- or more sections, other widths, or on homes requiring pier heights which are n.ot included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are'unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Page 2 California Q(R912/01EiM GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation, In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads' One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE -TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,l - 4x'4 or 1 adjustable steel commpression member per Vector system) for the center compression section,whon using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip.- Pre-cut your lumber and mark as to brand or model of homes YOU will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up, STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor. to the top'of the I -Beam. See illustration below. 1 . Attach f r ' ame hook to top inboard location of "I" beam. (Frame hook must be attached. to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns Oc" Page 3 California �s 9/2/03. Longitudinal Stabilizer Devices The use of LSD systems on a.single or multi. section home replaces longitudinal anchors, stabilizer plates and straps. ' The Longitudinal Stabilization Dey;ce (LSD) ;5 v5ed w;fk the Vecfor Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is- shown on pages 10-13. LSD 1. Lomgltudlnal Fouridation Pad 2.13eam Clamp (2 per oy5tem) 5. Lon,31tudInal 5trut (2 per 5y5tem) 4. Tie Bracket'(2 per 5yr,,tem) Combine Vector Dynamics & LSD Note: Two struts = I L.5.1). Can be useJ on one paA or i opposite ends of.the ho.me, Exampleo of Po-5!5ible Placement: (Contact TIE OOWN for placment in other Wind Zone6) WinJ Zone 5ingle 5ectiorl Wincl Zone Double 5eotion 15 ft. Max. 32 Ft. Max, For reater wicitho u'fle tripqe oection clegign. Page 6 Wincl Zone Triple 5ection Wind Zone Tag 5ection 48 Ft. Max. California 912103 VOTANIM max. Maximum Pier Heiaht Vector Dynamics Foundation Systems may be used on single section homes in'Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector sys'tem location where the pier height exceeds. 24 inches for single section homes. Gin multi -section homes in Wind Zone 1, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that a ' re 24' wide, in Wind Zone�[, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 ir max. Unequal Pier Heights 4aximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". <: < =Mi rn rn i:;ij '. 6 Page 7 California' 9/2/03 Set -Up Instructions for Vector System #59018 NO, M M Long U-Oolto 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side'tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Califor 9/2/03 W.IND ZONE 1. SEISMIC ZONE 4. Vector Systems' ...... —.—Y U�, lv-,Aullt�u Anchors Required UY Flume -Vecto� Dy6a' mi Cs Systems Required for Required Per Side - Double 7-- 0, 2 Section Homes 3 0 (Mciteirials Required) ��Omp, 67'to 84' 4' ec 4 85' to 90'. -721 ouoe s 4 0� NOTE: Vector Systems sh6uld be -spaced as Symmetrically as possibl' e along the length of the home. Pier spacing must be consistent with home C-3 manufacturers' instructions and/or state requirements. CD No anchors requirdd. For pier heights up to 46"' or WIND ZONE I 28'-36'wide 3 " f�r 24' �ide. - 8 See Pg 12 for high pier instructions, A-1 2 sq. ft. pad 4 J - Soil Classifications: 2, 3, 4A, & 4B '14 Soil Bearing Capacity: 1,000 PSF mini -mum Anchors Reauired-- Klnnp MA="i-n. -1-n Le Home ngth Vector Systems' ...... —.—Y U�, lv-,Aullt�u Anchors Required UY Flume Required Per Side 0 to 40' 7-- 0, 2 41'to 6�1. 3 0 67'to 84' 4' 0 4 85' to 90'. 5 0 4 YUuLur oysEem requires one of the following: 1-4X4 or 2-2x4's pressure treat�d wood compression m�mbe'r, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) manufactu rer) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 31 4'A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Go u*nt (ASTM D2586) Sound hard rock ...... NA Very dense and/or 40 -up cemented sands, coarse 2 gravel and cobbles, preload.ed silts, clays, and corals Soil Test Probe (1) Torque Value (2) NA More'than 550 lbs - in. Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 48 and silts-, alluvian fill 175-275 lbs - in Peat, organic silts., 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1 ) The purpose of the soil test probe is to gauge the stre . ngth of the soil below the surface . and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in lb -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in,� the pitch is 1,75 in. The shaft must be of suitable length for anchor depth, (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe, Vector Foundation Pads Equi'vallent to Footer Pads* Footer Size: Footer Size: 1 6x1 6 = 256 sq. in. 20x2O = 400 sq, in. or 1 6x1 8 288 sq. in. or 17x25=425 sq. in. EQUALS EQUALS 2 -Vector Pads 59275 1 -Vector Pad 59271 2 8.8 sq. in. or 432 sq: in. 1 Vector Pad# 59130 Vector Pad(s) exceed the surface area required when used as the equivalent lis,te bove. *Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En in �ar wi(h site conditons - Page 17 California 9/2/03 1�- J PERMIT NO. 2 9 8 -z'7 -7P- E 17? PERMIT EXPIRES 7 —OWNER Alenna Range "I CONTR. owner' LOCATION (A.P. 21 -JU=09 N/SWest Liberty Rd.,app.200'E.of French Ave., Gridley. J Temp. Power Pole Called PG&E f Temp. Elec. Serv. -7 Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED— 1-7 (Date' I %ZJ I a (S i a�m�rel 9. Electrical A Is sei-vice large enoiigh to provide adeqLlarC amperage. to mobilcliome (must equal rating. of �iobilehome (,iitit a. -,!zin.ix--.um oS 100 amp) and oLher facilitiE!s on lot, i.e., water pumps, ,gara-e, cabana, ctu. Yes No 1�. - is ther--� proper clearances around panels? Yes Y No C. Is power supply cord or'feeder assembly properly fused,? Yes o— D Ts continuit . y test satisfactory as per tile following procedure? Yes No - 1. De -energize electrical wiring systcnii of the mobilehome at the ped�oial. 2. Make sure that t1he power supply cord or feeder assembly conductors, including neutral coliductor, haVE� been disconnected. 3. Switch all brealcers, and switches in the mobilehome to the "on" position. 4. - Connect one 1,�.,ad of a test -ins�rument to the mobilehome grounding conductor and apply t1i"ie other Ita.-I — r0c), slipp"y coriluctor, including neuLral. LU D L R 5. All non-ctirrent, carrying metal I par I Ls of the mobilehome (aluminum siding, gas line, w.ater line), inrlitding fixtures and: ' appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above proc'edure, the power supply cord or feeder assembly conductors shall be connected to the site ser -vice equipment. A further continuity te.---t: shall then be Piade between Lhe grounding electrode and the chassis of the 19.0bilehome. Upon sat J-Slf actory completion of the electrical tests, the lot or s.i.te service' equipment may be approved for energizing. T�4 job 'card si-ned by Health Departmeat f or water and sanitation? 1.1. if everything olay, sign off card and ta.r., services. MOBILEMME DATA Ma'nufacturer and/or Namestyle . .... Length Width__�� '117 Vehicle Serial No. State IdentificationNo. 4.d(�,;Ltional Infor-nat-Jon or Comments: LISI'ALLATION INSPECTION CHECK L'ST Is the mobilehonic loc,�itcd wit -h required separation from lot lines -and bijildings and generall-, conform to plo� plan? Ye­"'�No Does the mr)bilehome have requirc-_A clearances above ground? (Sec.5085) Ye No SX 3. Are footin,s and supports properly sized, spaced, and braced as per approved plans? (Note possible va riaLion at spring shackles.) (Sec. 5082 & 5083) Yes -- 4. Is the mobilehome level.? (Sec. 5088) YesY No 5. If more -'t�hn a single unit, are crossover connections properly installed? (Sec. 5088) Yes- .4"o 5. 14 a -t e r � 2�1 A C' I L is flexible connector of adequate size and properly installed (1/2".ID min.)? (Sec. 5566) y e S�_ No B I Test - Does water piping withstand working pressure or 50 lbs. air test? Ye No SX C. Califox�nia7-a-pp-rov_ed, does station have backflow device and pressure -relief valve? Yes No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes No B. Does it have minimum 1." per foot slope and is it properly supported? Ye S4 No C(re any leaks detected in drainage system after running 1 -gallons of water through each 11'�Afixture including washing machine standpipe? Yes D. �-��-��—���nia�approved, does station have required trap and vent? Yes— No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobilehome gas line inlet without reductions other than the mobilehome connector. Yes No 'X_ B. Test OK as per following procedure? Yes 4 No 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 1011-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without - drop. 4. Connect gas meter to mobilehome with connector, turn.on gas, test connections with soapy water. - C. Are all appliance vents properly installed? Ye SX No COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING. INSPECTION RECORD k BUILDING / k BUILDING (Cont'd) PLUMBING i Setb@ck FNewall SNI Piping Form PAPets ixt Floor —Main Idg. Rest om Finish 2nX loor Foo ngs N WIndoVX 3rd kloor Jr Stemki I Siding Topout Slab Roof Sheahing Water PIPNg Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwall Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for p� sical handicappe.1 Conformance of ex. structure X Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio IREP CE Final Footings Footing Ef-ECTRINL Masonry WaIll Throat Rough Reinf. Sti(el Final Fixtures Bond B16M /FIRE SPRINKLE Motor. Framing/ Test Water Htr. Stucco Final Subpanel/ Me MECHANICAL V Grd. FAR Prot. Sclatch Heatl . Servid TsFrnp. Pole Door Close r X Inal X Inal MOBILEHOME UTILITIES ------- ----------- � Elec. Service Elec. Pedestal �'v / � , '.1 Water Piping Sewer Gas Piping MORILEHOME INSTALLATION - --------- Support �71-7,�? Elec. Continuity -7 Z;z ;z,(/T/ WaterPiping Drainage Gas Piping DAT REMARKS OR CORRECTIONS x6e) 0 40 A, -f-r /T (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF OUTTE" O'EPARTMENT OF PUBLIC WORKS 7, Qounty Center Drive — Oroville, California 95965 Telephone: 534-4541 ��6,5-77 APPLICATIOWAND PERMIT authorize representatives of the County of Bu , tte to enter upon the above-mentioned property for inspection purposes. 3e Signature of PA'it.e or Agent Receipt No. 16 C-2 '_'? � Ice White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod-Appli cant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS V Date7�::T_-72 Bd �ding/perrrtit expires Date 7— BUILDING Owner SQ. FT. Occ. BUILDING VALUATION Mailing Address 0 lephone No. - Fireplace Contractor -7,_ Total Valuation Mailing Address Permit Fee PlanChecking Fee&/orPenalty A_4� - T�I§h*on* No. �4 1P 5/3 Permit Fee $ $ Building Address A/ PLUMBING No. @ FEEJ PERMIT FILING FEE $3.00 Each Trap 1.50 7— Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. N(:�, 417 Zo ing & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FVef WL01f fiomkolloon I F i re Dept. Fi re Zone Use Permit Building sewer 5.00 EQA I Parking P.I an s I Parcel Declaration I Parcel Map 1 60' R/W I Improvements Lawn sprinkler system 2.00 led -9--P I a n s R a c' d F Parcel AAerov'aI P I a n s Akrrt v �al Permit Fee $ $ NEW Er_� ADDITION UTILITIES OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00. main service 6001 OR L ESS 100 AMP OR LESS 5.00 Main serv7ice EA. ACC -L 100 AMP 2.50 Single Family Duplex Mobil Home Others OVER 600V Main service 100 AMP OR LESS 25.00 Main service EA. ADD -L 100 AMP 1.00 mk/ wwdo /Z NEW CONST. I DWELLING OCCUP. 9 OR ADDNS. % ACC.BLCGS * .20sq ft NEW.CONSTR. (MULTI -OUTLET NON RESID. BRANCH CIRCUITS) 12.50ea 77,P t6r,"— NEW.CONSTR. (POWER APPARATUS NON RESID. SINGLE OUTLET CIR. 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: �2, Ex. Occup(OUTLETS OR FIXTURES) 5BOA L @251004 FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESIC.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. 5-'2/ Classification Misc. Wiring 6.25 I am exempt from the contractors Li cense Laws of the State of California. Permit Fee $ 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. ,h�!aive�pl aced on file with the County of Butte a certificate of Workmen's Compensation Insurance. certify that in the performance of the work for which this plermit is issued. I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of Cal i forni a. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby L TOTAL PERMIT FEE 1$ authorize representatives of the County of Bu , tte to enter upon the above-mentioned property for inspection purposes. 3e Signature of PA'it.e or Agent Receipt No. 16 C-2 '_'? � Ice White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod-Appli cant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS V Date7�::T_-72 Bd �ding/perrrtit expires Date 7— COUNTY OF*BUTTE -, D : EPARTMENT OF PUBLIC WORKS 7 County Center Drive' — ovbville, Calitornia 95965 Telephone: 534-4541 APPLICATION"AND PERMIT BUILDING $ Owner G lie h in a a vi q Q SQ. FT. OCC. BUILDING VALUATION Mai I ing Address (3t% 1 14e I -T Fireplace Contractor 4) Total Valuat ion It Ze Mai I ing Address Permit Fee PlanChecking Fee&/orPenalty T lephone No. Permit Fee $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00- 0 0 Each Trap 1.50 0, V_ M. Repair drainage or vent piping 1.50 ater piping 1:56 e),0,0 �Qrlon Un Each gas water heater or vent 1.50 A. P. No. 1;? t z3-4i;9k P Gas piping system 1 - 5 outlets 1.510 $ 00 Each additional outlet .30 Fee �f W. FireDept. F ire Zone V Use Permit Building sewer 5.00 EQA IParking Plans Parcel Declar Parcel Map 1 60�R/W 1 Improve Lawn sprinkler system 2.00 Bldg. Plans Rec'd " - �r, Plans Approlol Permit Fee $ '35 -cm NEW ADDI T'10N-E��UT`ILITIES Ca OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3 cro Main',_,e'rvice 110V OR LESSESS 100 AMP OR L 5. 0 Main service EA. ADD -L 100 AMP 2.q5O Z^:90 ro) Single Family Duplex Mobil Home Others OVER 600V Main service 100 AMP OR LESS 25.00 Main service EA. ADD -L 100 AMP 1.00 NEW CONST. ( DWELLING OCCUP. &) OR ADDNS. ACC.BLDGS. 20sq ft NEW CONSTFL MULTI -OUTLET NON . RESID. (BRANCH CIRCU I TS) 2.50ea NE W CON,STF;L (POWER ALPPARATUS 6) NON -RES D. SIN�G LE TL.T CIR. 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: Ex. Occup(OUTLETS OR FIXTURES) 5BOA@L @251'rQ FIXED A LN . OR 2.00 Ex. Occup. ( OUTLETSPP(RESSID . I EA) Temporary service 10.00 Mobile Home Facilities �5.00 License No. Classification Misc. Wiring 6.25 __AI am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ 6 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. Whave placed on file with the County of Butte a certificate of orkmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Pe.rmit 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. le Date/, -z -i Si gnot u'r 'eo f aP e r rn ii 41."e. r A V1 Receipt No. - 14w�& White-D.P.W. - Yello4ssessor - Pink -Inspector - Goldenrod-Appli cant Aq nd D-emo_ 6� ov 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. DIRECTOR 0 BLIC WORKS By Date 4;- Z Z 7,Z- 136��Iing'perrnit expires Date 6 — 1- 7 7 X MOBILEHOME St_IPPORT DATA Mobilehome Mfr. Setup Model No. Year�977 Width ?, C/ (ft-.), Length S_'Z7-7-�-(ff.) Expandol� Size ft.X -ft. (Draw support details.below) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not-qp..filp, withthe'Pounty of Butte). Sin Footings (check.6ne) _F4_1 -T' '-Wood.*: either 4� pressure treated or Center Center Support fdn-. grade. Suppor Footing Sizes Locat*onsl (in.) J 2. Concrete pad. in "1_7 Tn. (in.) (in.) 40 P3. *n �n']). (in.) (in.) *If center piers are other than drawn above, draw in locations, spacing, and dimensions; 3. Other,:specify Supports'(check one) PKI. Concrete block 2. Concrete piers 3. Steel piers -F-1 4.'6ther, specify Typical Support x Footing Size (in.)(in.) F­i::-­�'�-1 Max. Pier Spacing Max. Overhang BUTTE COUNTY BUILDING DEPARTMENT APPROVED ' 11 BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 ' ' * j MOBILEHOME INSTALLATION SHEET 1. Owner's name: 2. Installer's name: 3. Is the site currently under permit? Yes. No (If yes, furnish permit number Is the site an existing site? Yes No OR (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes �L_-_r__.No (If no, clarify 5. What is the mobilehome electrical rating? ----------------------- Amps 6. What is the mobilehome site service rating? --------------------- Amps 7. What is the mobilehome site circuit breaker rating? ------------- C--) Amps 8. Is there any other electric load to be served by the mobilehome 0 site service? ----------------------- ---------------------------- Yes No / / (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- —(in.) 10. What is the type of gas service? ----------------------------- Natural LPG 11. What is the gas pipe length from meter or tank to the mobilehome? :T (ft.) 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This iEfoimatidn' not required if pipe length less than 6 ft. on natural gas or less.than 50 ft. on.LPG.) 2 _�,2 NOTE.—All Materials & Workmanship Shall Be in tized Good, Practices and Accordance with Recog' Spe6iliecl use in the )rescribed for the Of a quality F 1. & mechanical codes and - lnc Buildin.g, P1umD I UniforM I code; Or.al Eleciriccl Nail, This set of plans and MUST 6e kept on the job at all times and it isunlawful to ma�e any changes or at' lerations on same wit houf writ,'on pe rmission from the Department of Pub.- fic Works, County of Buffei W-4 'Septic system A location of Uagd- i A--;a_&UJ9.etrf to be as per 13—uffe County Health Dept. Re- CJ-U�I-reraents. The ". Setback shall be 5 ft. from the side property line and 50 ft. from the cenferline of f�e road, permitting a maxi- nnurn of a 2 ft. eave overhang but entirely out of all easements. A permit will be required for the installation of the mo6ilehome. I Is 7�7 7%;) 0 All/utility connections shall be located within 4 ft. outside the-recnr third section of the mobile home on the left (road) side of the mobile home. 11�'_�J I BUTTE C.OUN, BUILDING DEPAR MENI APPROVID PERMIT NO. i7343 -78B PERMIT EXPIRES OWNER 'PrAd RnnRe CONTR. Holmes Mobile Home qgrxy Oroui I I P 21-132-57 LOCATION (A.P. KK NIS West Liberty Rd.,app.200'E.of French Ave., Gridley -Y-1 Temp. Power Pole Called PG&E Temp. Elec. Serv.- Called'PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Dat COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTi'ON RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restro.om Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding Topout Slab Root Sheathing Water Piping Piers Rooting Sewer ,,,Oarage Fdn. Vents Fixtures �q Footings Stemwa I I Garage Vents Insulation - Water Htr. Heaters Slab Carport Footings Prov. for h sically handl ap py, pe Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab- Final Sanitation Patio FIREPLACE M Final Footings Footing ELECTRICAL Masonry Walls %J Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Dooi Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping DME INSTALLAT112N -------------- Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS I (NOTE: An entry must be made on this form each time you vis1t the job site.) COUNTY OF BUTTE - 'DEPAhTMENT OF PUBLI C WORKS V County Center Drive - Oro,ville, eilifornia 95965 Telephone: 534-4541 APPLICATION AND PERMIT C_J auihorize representatives ot the Uounty oT l3utte to enter upon the above-mentioned property for inspection purposes. X (_V_J IQAln�Date In, 1 24 —a _P__ S/gnature of Perrnitee or Agent Receipt No. _/ White-D.P.W. - Yellow -Assessor - Pink -inspector - Golden rod-Appli cant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF-PI)BLIC WORKS �D a t/e B;U�ii�ding �per it =xpir=Dat�e BUILDING k_,.1 --- Owner 11al) /;QWC1Xe :=, SO. F T. Occ. BUILDING VALUATI'67N 3 _y__ Mailing Address T lephone No. Contractorlilqnwe;3 614- 6 & C V c,9 - 1 Mai I i ng* Address 1314,J 1 OAT(- U(5 Fireplace Total Valuation L-NOVI 0 A T.I�p4hone No. _.p 61 Permit Fee Building Address fll'ed� Ian Checking Fee &/or PeA< Permit Fee $ r L&Ajg;z;g� :zj=z-- - PLUMBING No. @ FEE 65 PERMIT FILING FEE $3.00 Each TraD 1.50 Repair drainage or vent piping 1.50 A. P. No. a /,5cg- Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 F S!Q ion Fi re Dept. Fi re Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking F�arcei 1 Plans I Ojeciaration Parcel Map 60' R/W I Impro3ments I Each additional outlet .30 Building sewer 5.00 Bldg. Plo "r�.ed ApprKI Plans VApproval Lawn sprinkler system 2.00 NEW -M ADDITION UTILITIES OTHER Permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 main service 1100V OR LESS 100 AMP OR LESS 5.00 y Duplex Single Famil Mobi I Home jj� OthersEl Main service EA. ADD'L 100 AMP 2.50 /0 K .3o' AwAj,1y6 , RE/AisTALL Main service OVER 600V I - 00 AMP OR LESS 25.00 Main service FA. ADD -L 100 AMP 1.00 NEW CONST. (DWELLING OC OR ADDNS. It ACC. LDGS. cup- :20 sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of alifornia Business & Professions Code under the name style of 1'4,1�hrz CE -7 NE W CO N ST R. ULTI-OUTLET 12.50ea NO -RE SID, (MBRANCH CIRCUITS)i NEW.CONSTF;L (POWER APPARATUS.& NON RESID. SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR F1 50 @ XTIIRES BAL:7) (FIXED APPLNS OR Ex. Occup. OUTLET s (R E S I.D.) E A) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.3Q),3'71 Classification Misc. Wiring 6.25 0 1 am exempt from the contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions ot 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 t he work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.040— Permit Fee $ $ L I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances I and State Laws relating to building construction, and hereby Land Development Fee 1$ TOTAL PERMIT FEE Is ---A I,- auihorize representatives ot the Uounty oT l3utte to enter upon the above-mentioned property for inspection purposes. X (_V_J IQAln�Date In, 1 24 —a _P__ S/gnature of Perrnitee or Agent Receipt No. _/ White-D.P.W. - Yellow -Assessor - Pink -inspector - Golden rod-Appli cant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF-PI)BLIC WORKS �D a t/e B;U�ii�ding �per it =xpir=Dat�e + L4 -7 N X lc�e M 1A 41 AWOA e Setback shall be 5 ft. from the e b k of: ro the r om the n axi- le sh I e f line and. 50 ft. from the si oper , i c' e ro , P c e 6 Ife ine of ff-..3 road, permiffing a maxi- ov rh u f f but entirely a 2 eavo overhang fs oo o all -eascme0s. NOTE—All Materials & Workmanship Sha I Be. in Accordance with Recognized Good Practices and Of a quality prescribed 'for the Specified use in the Uniform Building, Plumbing . & Machanicall Col let and the National Electrical Code'. set of plans and specifications MUST b 3 kept on the job at all times and it is unlawful make any changes or alterations on same withow written permisson from. !he Department of Publi Works, County of. Butte. Mp Ow BUILDING DEPART . A p V RP 7ROV 1, STATE OF CALIFORNIA oft 1111AR1111111 le ie pm., C� CONTRACTORS'STATE 4,980 2400 WASH I NG -T REDDING, CA 96001 S�"()/'N D1190d JO ii—r , . , -, - — @ Usps 1978 .............. .......... Mr. J. F. Glander Butte'County Dept. of Public WorkE 7 County Center Drive Oroville, CA 95965 4uly 20 198CL. We have received your requesi for an investigation by this Agency. The cont ,Vnts. of your compla.int vdil be relayed to your coWactor and may resO in �Alution to your prdblem. —You may expect -__oln_�c'�ed by a repivs�r�"f this Agency, however, due to pending investigations there' will be some del'ay. Your cooperation is appreciated and no further communication is necessary. Our representative will contact you at the earliest opportunity. Sincere�yl. EDP #NPO—W59 (AP 21-132—Y7/�)Hugji Knox Bond Mobile Home Service CONTRACTORS'STATE LICENSE BOARD 24M WASH I NGTON AVE. # I 11 131-26 (Rev. 2-79) REDDING, CA 96001 a 615-80B RERMIT-N-O. PERMIT EXPIRES -'�OWNER Hugh Knox Bond Mobile Home Serv., Oroville -�CON T R. 21-132-57 LPCATION (A.P. 534 W. Liberty Rd., Oroville Temp. Power*Pole Called PG&E Temp. Elec. Serv.. tailed PG&E - Temp. Gas Serv. A Called PG& JOB FINALE (Date) (Signature) Mesh MECHANICAL Grd. Fault Pro I. Scratch Heatina Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec- Service Elec. Pedestal Water Piping Sewer - –_ Gas Piping B4011LEHOME INSTALLATWN -------------- Support Elec. Continuity Water Piping Drainage Gas Piping DATE —REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION -RECORD BUILDING BUILDiNG-(Cont'd) PLUMBING Setback Firewall Sol I Piping 'Forms Parapets Ist Floor Main Bldg, Restroom Finish 2nd Floor Footings Windows 3rd Floor Sternwall Siding Topout Slab Roof Sheathing Water Pipinq Piers Rooting Sewer Garage Fdn. Vents Fixtures Footings Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handicappe Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final 'Footings Footing ELECTRICAL Masonry Walls Throat Rouah Reinf. Steel Final Fixtures Bond -Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Pro I. Scratch Heatina Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec- Service Elec. Pedestal Water Piping Sewer - –_ Gas Piping B4011LEHOME INSTALLATWN -------------- Support Elec. Continuity Water Piping Drainage Gas Piping DATE —REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPART MENT OF PUBLIC WORKS 7 County Center Drive —' Orovi lie, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the (;ounty of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent :3,4 Receipt No. 5,5 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod-Appli cant 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. — DIRECT OR.JQF PUBLIC WORKS �By Date .2 —/ /, ? -0 iu�ildinaq =permit txppir�esDat�e� 2 00 BUILDING ' qU Owner k'pa o >6 SQ. FT. OCC. BUILDING VAL TION Mailing Address F'o I .. . Telephone No. Contractor Mai I i ng Address —?G SIZ- Fireplace Total Valuation 0 0 (Zd> 15:� I e ephone No. 3r —ZZ02 Permit Fee 115 Bui I di ng Address W 9=01 PlanChecking Fee&/orPenalty /o/ Z.0 Permit Fee $ _,5-6 $ - PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each TraD 1.50 07Z_e:1 Repair drainage or vent piping 1.50 A. P. No. A r Zoning & kanning'_ Water piping .1.50 Each gas water heater or vent 1.50 Fe&� V". Sant) FireDept. FireZone-1 Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking 1 Plans Parcel IwDeclaration I Parcel Map 1 60' R/W I Improvements : Each additional outlet .30 i'ng sewer Bji*rd 5.00 Bldg. PlarieR.r'd Parcel Approval Plans Approval 4-11 Lawn sprinkler system 2.00 NEW ADDITION UTILITIES OTHER [—] Permit Fee $ 1$ �c 3c> ELECTRICAL No.1 @ I FEE PERMIT FILING FEE J$3.00 600V OR L Main service 100 AMP ORSLSESS 5.00 Single Family 0 Duplex Mobi I Home Others Main service EA. ADD'L 100 AMP 2.50 main service OVER 600V LESS 100 AMP OR 25.00 Main service EA. ADD -L 100 AMP 1.00 NEW CONST. ( DWELLING OCcup- �20 sq ft .11 AD.NS. ACC.BLDGS. 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 stul.p- of - r -0, NEW CONSTP_ I.OUTLET ..N.RES,., (MULT BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APP ARATUS.&J NON-RESID. SINGLE OUTLET CIR Ex. OCCUD(OUTLETS OR FIXTI[RES 'BA'L (FIXED APPLNS OR Ex. Occup. OUTLETS (RESI'D.) EA) 2.00 Temporary service -10.00 Mobile Home Facilities 15.00 L i cen se No. ZZ:5 4 Classification Misc. Wiring 6.25 E] I am exempt f rom the Contractors L i cense Laws of the State of Cal i forn i a. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I 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. Ehave placed on file with the County of Butte a certificate of _r.�,n Workmen's Compensation Insurance. certify that in the performance of the work for which this plermit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL N0.1 q, FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Per it Fee $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee TOTAL PERMIT FEE authorize representatives of the (;ounty of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent :3,4 Receipt No. 5,5 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod-Appli cant 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. — DIRECT OR.JQF PUBLIC WORKS �By Date .2 —/ /, ? -0 iu�ildinaq =permit txppir�esDat�e� 2 00 4. NOTE—All Ma"teri als Workma.nsh*,P- Shall Be in 6�w 7,WFqc7o-;--� —Zavd- AloZ,, rind Accorelance wif h Recoqn*Ta� Gnnd of a, 'he ij�je in the quality prescr*I-IcA for 4 Miachanicall Oodes and Uniform Building,, Plumbing tge" National tlectrical Code. A-W-411VO m This set of plans and spec;ficafions MUST, kept on thelob at.,all f3mes and it is ur&wM '6 r�4 v ke, a n Nr dh o n e s n r cAR �, r,, -�', co �� ro n s cm e wifho A wr, mn ne-rmision f rcm �hc Dqparknc�nf of -Pu of Ruffe. ? ig:o PmT,- L A ack �of 5 ft. PrOPOrty lines and a setba* from the road %hall be clear ot i UYTE CqUAITYJ TITIE COUNSI \ I AN �.' \ I February.4. 1980 State,Contractors Ucense Board RE: Building Permit 2400 Washington Av�., #111 (AP 21-132-57) Redding, CA. 96001 Gentlemen with reference to the above subject, on January 18, 1980, tie sent a registered letter:to.Bond.14obile Home Service,, 7682 Palermo-Honcut-Highway, Oroville, requesting that they'obtain a permit,:within ten (10)ldayd for,the awning they' installed -for Hugh Knox on West Liberty Road in Gridley.-... As of this date,'we have had'.no response from the contractor,and no permit has been issued. - Would you please ass,ist us in obtiining the required'Termit and.inspections. Your usual cooperation -with this�office would be greitly.appreciated. Yours very truly,* Clay Castleberry birector of F�i6lic'Works Glander- JFG:dd Chief Building Inspector cc: Hugh Knox, Rt. 20 Box 219-B, Gridleyi'M 95948 Chuck Patty- Building Inspector "'w File No. BUTTE COUNTY (For Action 1, 2, 3) Public . Works Dept. (For Information Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. Drng. / S. I. Sub. & Pci. maps Perm its 03 C Ila .0 to H IV A UNITED STATES P IIC E OFFICIAL 13rNEtSn'). C) SENDER INS UG 6PS C"� Print your name, address, and ZIP pace below. Weomplete items 1, 2, aNnd3 to. ! !We s i d a. b'�-'sten gummed ends and attach to back of article. RETURN V-4 'ITO ATTN: Bldg. Dept. U6E­TO1AVQLI22AY OST . 300 ILL county of -Butte Dept. of Public Works 7 County Center Drive Oroville, California 95965 0 0 SENDER: Complete items 1. 2, and i. Add -your address in the "RETURN TO" space on reverse. 1. The following service is requested (check one). Show to whom and date delivered ------------ 15o Show to whom, date, & address of delivery.. 35e RESTRICTED DELIVERY. Show to whom and date delivered ............. 650 RESTRICTED DELIVERY. Show to whom, date, and address of delivery 85g 2. ARTICLE ADDRESSED TO: Bond Mobile Home Service 7682 Palermo-HOncut Hwy. Oroville 95965 3. ARTICLE DESCRIPTION: REGISTERED. NO. IF CERT FIED NO INSURED NO. 532026 I (Always obtain signature of addressee or agent) I have received the article described_0#.0"-_,e * SIGNATURO 0 ssee ;^uthorizvd ager�t 4. DATE ELIVFRY POSTMARK 5. ADWEsi (6Ap4ate only if reques ed) 6. UNABLE TO DELIVER BECAUSE: CLERK'S INITIALS * GPO: 1975--0-568-047 "n M ou e f L A N D 10 F NATURAL W E A L T H AN D B E'A U T Y t6 DEPARTMENT OF PUBLIC WORKS-' CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Teleohone: (916) 534-4541 H. W. McDONALD CERTIFIIM MAn Deputy Director January 18, 1980 Bond Mobile Home Service RE: Building Permit 7682 Palerm*-Honcut Hwy. A.P. # 21-132-57 Oroville, CA. 93965 Gentlemen: With reference to the above subject, we have been advised by one of our building inspectors that you have not obtained the required permits and inspection's from this office for the work you as fkl6ws: RNMe on" Instal ' led an awning on a iiiobilehome for Hugh Knox on the north side of West Libeily Road,approximately 200' East of French Avenue in the Gridley area.'"' Since permits and inspections are required by both State a'nd County laws, please contact this office within ten (10) days -6f the -date of this letter, submit two (2) complete sets of plans, apply for the required permits,.and pay,the appropriate fees. All work� must stop until you 'Obtain' 'ifies.e permits and ar'e'authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. 7 Your cooperation in resolving this matter,would certainly be,appreciated. Should you have any questions concerning this matter,,,please contact this office. You rs very truly, Clay Castleberry Director of Public Works > ,J.F. Glander JFG:dd Chief Building Inspector (cs) cc: Building Inspector Chuck Patty z; , , j4 File No. BUTTE COUNTY (For Action 1, 2, 3) Public Works Dept. (For Information Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. Drng. / S.I. Sub. & PcI. Maps Permits AP 21-132-57 RECEIPT FOR CERTIFIED MAIL -300. (plus postage) C\j C (\j ry) Lo 6 z SENT TO - POSTMARK Bond Mobile Home Service OR DATE 1/18/80, STREET AND NO. 7682 Palermo Honcut Hwy. P.O., STATE AND ZIP CODE Oroville 95965' .OPTIONAL SERVICES FOR ADDITIONAL FEES RETURN �� I., Showsito whom and date delivered ............ 150 RECE W th delivery to addressee only .. * 654 IPT 2. Shows to whom, date and where de1Ive'r'e­d­** 354 SERV I CES With delivery to addressee only ............ 850 DELIVER TO ADDRESSEE ONLY ............................................ 04��*Moavv 50d SPECIAL DELIVERY (extra fee required) ................................... rz rorml NO INSURANCE COVERAGE. PROVIDED— (See other side) Apr. 197 3800' NOT FOR INTERNATIONAL MAIL , ,,: ,, , ,0-,, B. Structural 1. P-1.ers and footings: 2. Floor constnictidn: 3. Wall construction: 4. Ce il in - and roof. c—onsl��tton,:* 5. F ircp laces - 6. Ccranents:—, IJ !, J4, �-r ".�, , c e 1. S�Ptic syst, ,inies. Re -siding, � Re -foo ing;., I.: 1itions; , Lots. BUM COMM DEPARTMFjqT OF PUBLIC WORKS �b;ded. * Plumbinj e Insurance ISPECIAL IMPECTIGt, RFPORT 2. Owne r: 7 A.P. # Q j I .,Address:_ I D Date of Inspection C?— Tenant: eap pe�i!nce J -N.W- SAL, —0-ul Inspe.ctorm—e, -,R&,R, Bui�iding Location:. Alh, R j LAWN AND HOME m&_e Type of T - Inspection requested: SYSTEMS. I N G,,;,,F-- 2 1. FousLns 771 . F inanc ing -3. Change of Occupancy to 4. Other (specify)— Presmit use of bul.l.d--'-ng,:-- J) iAJ 9- 11 A. ganitation 01al-f-11ind 1. Water clos-o t:. RAYH.�, 2. Lavatonj c 4 A HAABING,REPAIR." -1 . Bathtt;b, or shrywer: POWER SE\ VER&-' 4., Kitchell sink:---- DRAIN CLEAINING'-- FIXTURES 1 4 � ' C. Hot and cold water to fixtures- WATER HEATERS..' Heat ing (fee �it i 'S': e COMPLETELY EQUIPPED IC. NO. 3.1 7 'Natural iig�t and vibfiftlAtjon: SERVItETRUCK' C . ALL 533-3903 ANYTIME, 8. 9. Romn and space requirements: 'Bedrom'wi�do'w�brldo6r for s'ec6nd exit�—. 7. BONDIM06bile- �i,eme 34' .%Work a .10..! InEe'sta�/io-n or,, ins�cirse.vertfiirm.,' r' r o dei i ts Hor-he'Sefvice . . - 1 )2312 265663' 8408.Je. Contrai;,, 11. Connecti-on to sewage disposal.:' Lic"No: 1 '12. Connec'El-lon t -j 'water supply: e Breakdoirl'and Sef6j 13. Rubbish and.garbage facilities: '�Custom'Dicki i'Awhings DO' 14. Coriments: -7027 B. Structural 1. P-1.ers and footings: 2. Floor constnictidn: 3. Wall construction: 4. Ce il in - and roof. c—onsl��tton,:* 5. F ircp laces - 6. Ccranents:—, IJ !, J4, �-r ".�, , c e 1. S�Ptic syst, ,inies. Re -siding, � Re -foo ing;., I.: 1itions; , Lots. e Add-dn-rooms *See. .,O,ds Call �b;ded. * Plumbinj e Insurance For.A 2. i Relpairs din. Maint. - Thoinasi C,..k s hicating ve.x-its- I 11.�, . . - . Chuck Bond I 53i-6064 � - Lif Oro�l I I D CROVILLE 15Y Ex eap pe�i!nce J -N.W- SAL, -,R&,R, .1i LAWN AND HOME m&_e SERVICE' ORINKLER SYSTEMS. I N G,,;,,F-- C.' -Electrical 1. Servicc nnd �-,round: 2. Rece.?T'tacles: 3. Fus --ag: 4. C r. t s D.- PljTtiny F `,x -.;res con. -act n ,d and vented: 2. I -as vater 3. C,..k s hicating ve.x-its- Calments: - , . 1'0'� , 4� E. Other Maintenance and repair: 2. Fire hazards: 3. Safety hazards: '4. Weather protection: Underfloor and attic ventilation: '6,* * Comments: F. CoTmercial Buij� �ns 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: 4. Restroom floors and walls: 5. - Exits: 6. tnprovements: 7. Zonir.g:_ 8. Comments: G. Field Problems or Violations 1. Problem or %riolation,(give complete description): ft - I 2. What action -taken (give comp te descr V-r-�u 1're-A -- n(ij he e w-tmt-'s )n', ,3. What action recommended: T7A. Information only - file. B. Hold for ten (10.) days, then wri-te letter. 191, C. Write letter. 7 D. Other: Palermo o(A . � s e - .� i _ �. '' .. } .it � r ., � - P _ _ i f F, � �a .. r 4 - 0 LOOMIS OFFICE 0 1 MARYSVILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. Loomis, CA 95650 Marysville, CA 95901 TRUSS Phone: (916) 652-4655 Phone: (530) 743-8855 Fax: (916) 652-3860 Fax: (530) 743-8856 Des' Sub t I Truss ign it a Designed By: Date: Technical Representative: Manjinder Singh September 5, 2006 Richard Shippen * A 11. 1 -1 1 uiawnigs are in aipria-riumerica! order Client Prqiect George Hiralez Y 534 W. Liberty Raod BUTTE COUNI Gridley, Ca. Office Phone: 13UjILDING ONI io' Site Phone: Office Fax: A -�§ Site Contact: MM EL Plan/Elevation: Floor System: 0 0 Original Submittal a Ro f System: &-'&mplete Revision WETSIA 0 Partial Revision: Replaces individual drawings Work Order # 1410806 0 Addition: Add to Original Submittal 1).ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS (Le. FOR 2X — LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4),IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE NTH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE 1111" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL L -K to IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ORM&MMMA 51WE MS APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. BUTTE COU UILDI Div 0iQ NV APPROVED -J 4 82 DATE: 3/20/2002 CN11- REF: GB -1 OF CAOf DES: L.M. GENERAL GABLE DETAILS FOR WIND LOAD BRACING DWG# C002065035 Optional vent 3-4 opening per design drawing. ex. 2" eave unless noted on drawing. Pitch per design 3- 3-4 drawing. Gable End Truss rna ngo agonall race, attached to sheathing and Brace Interval as Specified on the approved engnineering drawing or standard I Truss spacings pe designs. detail or chart. Typiral 2x_ stiongbark (whaler) brace along back face of gable. braced with �w -6 + or - 45 degree diagonal 2x (typ.) bracer' to roof S--3-4 — S=34 sheathing as shown. onnectorplates shown am for example only. See actual buss design for required plate sizes and orientation. Structural gable trusses tvill generally have diagonal and vertical members other that those shown above. WALU BEARING SUPPORT i Gaole liuss is continuous beanng except as May De noteur an movioual design arawngs. - + indicates stud members that recjqkrL!j� -I I END (FACE) VIEW I SIDE VIEW 1).ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS (Le. FOR 2X — LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4),IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE NTH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE 1111" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL L -K to IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ORM&MMMA 51WE MS APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. BUTTE COU UILDI Div 0iQ NV APPROVED -J 4 82 DATE: 3/20/2002 CN11- REF: GB -1 OF CAOf DES: L.M. PEAK PLATE: 3-4 (2x4) 5-5 (2x6) 6-6 (2xB) 1.5-3. MAXIMUM 1'-0' EAVE WITH 6'-0' MAXIMUM BLOCKS @ 32'o.c. OR 2'-0' EAVE, BRACE SPACING MAXIMUM. WITH 4x2 12 OR BTR. OUTLOOKERS CUT INTO GABLE 32'o.c. 2xill 12 MINIMUM CONTINUOUS STRONGBACK BRACED TO ROOF STRUCTURE AT 6'-0' MAXIMUM. STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10' CLEASPAN, 70 MPH AT EVERY 6'-0- MAXIMUM A'-1.5-CLEARSPAN, 80 MPH MINIMUM GRADE CHORDS AND STUDS 2x4'STUD/STANDARD. STUDS TO BE MAXIMUM 24-o.c. HEEL PLATE: 3-4 (2x4l 5-5 (2x6) 6-6 12XG) BRACE BRACING PER NER. BC SPLICE; 3-4 12x4) CONTINUOUS BEARING WALL 5-5 12x6) 2x4 CONTINUOUS BACKING WrTH 16d NAILS AT 24' o.c. 6-6 12x8) Bu. T I TO THE WALL PLATE. SECTION'A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUiREMAVS11 11 2xil SOLID BLOCK WITH 3-16d NAILS P'e GABLE STUD MAXIMUM 40 PSF LIVE LOAD. SHEATHING TO GABLE EA. END AND Sd NAILS FROM SHEATHING Bid AT 6' o.c. 80 MPH WIND EXPOSURE C, TRUSS, Sd AT 6' c.c. TO BLOCK AT B"'o.c. LESS THAN 20'-0' WALL HEIGHT. IIJA ()FES 1-16d I Od AT 24' lb.c. CING DETAILS 2-16d: M Y." NOTCH 32- o.c. 16d SOLID 13LOCK AT WITH 2-1 Off TOE- .24'0.[. 60 No. C 4 rn 2x4 13RACE 2-18d NAILED EA. END '2- 1 ad 3 M WITH 4-16d NAILS .0 CC Exp. 12/ 1 SPACING UArE C WARNING Read lot# notes on this Meet and give a copy of It to the Erecting Contractor. QaKUBC CONTINUOUS 2/11M 11 has been based on spoaliul,ons piovioud by the componani manufadule, &M done in acc­ldlw� ..III Ih* C.".m iGhtions of IN and AFPA design itandaffla. No feeponalbildy is assumed list dsmwuhdn&I ac4wWy. Dgmenstons &fp 11, h—w-f—I it, thiiiennit-n-I menufacillsow *nd!mb,i,ldl,IQ(Ios-ojn.rpnmtotah(,rAtion Thobusklingdosignat shalla"~111al the load. ulwlihl -11111-16 1--t w .1�dd Ih. li.dmg -posed by tho locail building code. 11 Is assumed Irwit the too Chord IS LkIsfalty, tiwm) by U's 13neows; This compohmi shall not be pleed ih " M­ohment In& will Cause 'he "O'sh"O cOr4W Of the 'n "COW 19% Md/w CAm COW%900f Plate W"osion. Fabincess. handike, . dold I "" vwg 0 -0 If . edsindaud.. 'TRUSCOM MANLAC by Tu—,P.'OUAUtY CONTROL STANDARD FOR METAL PLATE CONNECTED GABLE DETAILS IQUSWAL SYSAW CO(*W-VAIK)N WOOD IRLISSES " lost."). -MANDLING INSTAILLIN13 AND BAACINO METAL PLATE CONNECTED WOOD TRU33g5, . pqq4j) &W IM10-9, SUMUAJhfS#-I:I!f'hvTPI the ThnisPiallepinsidut. (TP1)wIoI;aIvd&f583DOnotho0iwq. Mmulisw.Wisconsan 53?19. TheAmonc:wForeslami CO Ii as"Iscu"'On (APPA) Is WAI$d at 1260 C&UNIPCOCul Ave. NW. Ste 200. Was"on. DC 2OD36. TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 32�4045 FAX:(719) 598-8463 11/14/02 Users of Truswal engineering: C001003160 TX01087001 The TruSPIUSTm engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. - Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTM or a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses *and adequately -designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (Lot building system bracing): 1 . A 1x4 or 2x4 structurally graded '"T" brace, may be nailed flat to the edge of the member (up to 2x6 web members only) with 1 Od common or box nails at 8" o.c. if only one brace is required, or may be''nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For W and larger web members, bracing must be done per building designer, or 2. A , scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building:t designer. c 03 AV L .0 EXAMPLES 2. Please contact a Truswal engineer if there are any questions. C:%Msofffce%YA'nwordkbrac43-now.let cofline 3D Iayc T [' � R �M 107 Zf�j�7 S y S t e M i x- aL IL e� -z P- E�! --, C3 E2! C> E� PI ± X- aL I- E� M 534 W. 1�±be=ty Rd G3:ldley Ca 95948 S30-894-3422 SALES REP RS DUE DATE DSGNR/CHKR-: MS / BW TC Live 16.00 psf TC Dead 10.00 psf BC Live 0-.00 psf BC Dead 8.00 psf Total 34.00 psf NED WO# : 1410806 Date : 8/31/2006 15:54 DurFac-Lbr 1.25 DurFac-Plt 1.25 O.C. Spacing : 24.0 Code : CBC -01 #Tr/#Cfg : 31 / 0 VII 11 11* d\ 11 11 Id L BU TTE C, &JUILDING t APPRC B31, cofline 3D Iayc T [' � R �M 107 Zf�j�7 S y S t e M i x- aL IL e� -z P- E�! --, C3 E2! C> E� PI ± X- aL I- E� M 534 W. 1�±be=ty Rd G3:ldley Ca 95948 S30-894-3422 SALES REP RS DUE DATE DSGNR/CHKR-: MS / BW TC Live 16.00 psf TC Dead 10.00 psf BC Live 0-.00 psf BC Dead 8.00 psf Total 34.00 psf NED WO# : 1410806 Date : 8/31/2006 15:54 DurFac-Lbr 1.25 DurFac-Plt 1.25 O.C. Spacing : 24.0 Code : CBC -01 #Tr/#Cfg : 31 / 0 Job Name: Hiralez Res Truss ID: Al Qty: 12 BRG X -LOC REACT SIZE REQ'D TC 2x4 OFL #1 I - Pla;,%IgNc,� ANI 1995 UPLK,,nCqON93: 0 Ito and done in accordance with the current %emons of TPI ard AFPA design standards. No responsibility Is assurned for diniensional accuracy. Dimensions BC 2x4 FL #1 1 0- 1 12 1224 3.50:: 1. 50:: D WEB 2x4 OFL STANDARD THI TEr-- IIE RESULT OF MULTIPLE LOAD CAS . S Su?port 2 -�30 lb TC Live 16.00 psf 2 31-10: 4 1224 3.50 1.50 VALUES PER ICBO RESEAR04 REPORT #1607. IF MANGERS ARE INDICATED ON THIS MAKNC, This russ is designed using the HOMEWOOD BRG REQUIREMENTS shown are based ONLY LPwLATded for 10 PSF non_concurrent BCLL. THEY ARE BASED ON 1.5" KANGER NAILS FOR Cl on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1-PILY AND 3" MANGER MAILS FOR MULTI -PLY 2.5" ARE THE Bl5;OE'nCc10odsLd - Yes Irriportance, Factor - 1.00 Truss Location Not End Zone f;7';7S2 TRUSS 4415 Northpark Dr. MAX DEFLECTION (span) : L 999 MEN 8-9 (LIVE) LC 2 CIRDERS. IF GUN NAILS USED KANGERS MUST BE RE-EVALUATED (BY a%ERS). - Hurri cane/Ocean Line - No Bldg Len?th - 48.00 fti BtdM�Iath"20727657 1`1 Co o Spr7ngs, CO 80907 L� -0.14" D= 0.19" T= -0.33" BC Dead 8.00 psf Mean roo height - 13. 6 fd, mph 80 mfCAL MEMBER FORCES: cri CIMP. N �Roj SI '64S� OBC Standard Oc Des Load 10.8 psf ---- T!, FE #cT'DESICN L8XW ---------------- IDUR 1-2 :2439 1.B11 1 6 097 2-3 1950 1 0 64 VAsconsinW719. The American Forest and Paper Association (AFPA) is located all 111 191h Street. NW, Ste $00. Wtishlroton, DC 2M. &ir L.Loc R6P R.Loc LL/TL TC Vert 68.00 2- 0- 0 6 .00 0- 0- 0 0.47 3-4 -19S4 1: 0:64 TC Vert 52.00 0- 0- 0 52.00 32- 0- 0 0.62 4-5 -2439 1. 0.67 TC Vert 68.00 32 0- 0 68.00 34- 0- 0 0.47 A 400# HORIZONTAL POINT LOAD APPPLIED BC Vert 16.00 0: 0- 0 16.00 32- 0- 0 0.00 BC 001 MR CSI 6 7 _! 'P* 1.:. 66 0.63 �31 26 iIT22; 7632. AT THE RIGHT END IN EITHER DIRECTION IS 7 1 . :.R 0.56 ACCEPTABLE IN THIS DESIGN. :532 1�/ 8:89 273 1.60 1817 1.2s 0:461 112 1: 1 2831 1:251 ,8:10 8.5 U :S 111 60 2 1 1 2 63 WS 00MP.jDUR.)/ TENS.JDUR. CSI 2:7 / 94 0.90 2 '25 0 05 0.:27 2 ' -600 1.25 � 3-8 _110 1 601 S6'03 11: 0 23 3-9 -1U 1:60 S6S 1.2S 0.23 4:9 -S98 I . 2S 2 So 1.60 0.27 4 10 94 0.901 0.05 8-0-0 B-0-0 8-0-0 8-0-0 8-0-0 16-0-0 24-0-0 32-0-0 16-0-0 16-0-0 1 2 3 4 5 F4_5_0 - _450� 44 j 6-3-14 1 2.5 fl 4A B1 1.5-3 W:308 R: 1224 U-330 BUTE: COUN " kk! SUILD"ING DIVI.3101'4- AA PPROVED 7-0-12 SHIP 400# 0-3-14 1 132 W.308 R: 1224 LIA30 I,2-�O I,2-�Q 32-0-0 6 7 8 0 9 100 11 8-0-0 0 8-0-0 6 8-0-0 8-0-0 1 V 20-0-0 A 32-0-0 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: George Hiralez This design Is for an Incliviolual building comporient not trim system it has been on specifications provided by the component manufactiner WO: DriveT1410806L00005100001 and done in accordance with the current %emons of TPI ard AFPA design standards. No responsibility Is assurned for diniensional accuracy. Dimensions Dsgnr: MS #LC = 18 WT: 179# are to be verified by the component manufacturer ardor builtfing designer prim to fibication. The building designer must ascertain that the loads TC Live 16.00 psf LiveDur L=1. 2 S P= I . 2 5 utilized on this design meet or aceed the loading Imposed by the kxNd building code and the particular apilication. The design assurnes that the top chmd HOMEWOOD Is Laterally by the roof or floor sheathing and the bottom chord is laterally' by a rigid sheathing material directly attached, urdless otherwise TC Snow 0.00 psf SnowDur L=I. 15 P=1. 15 noted. &adng shown is for lateral support of comporients members only to reduce bucIdIng length. This component shad] not be placed in any TC Dead 10.00 psf Rep Mbr Bnd Comp Tens f;7';7S2 TRUSS 4415 Northpark Dr. enAronrnerd that vAll cause the molsture content of the wood to acoed 19% ardor cause connector plate corrosion. Fabricate,harde,install and brace this truss In ecoordarce with the ldloMng standanls� 'Joird and cutting Detall Repor& available as output from Truswal softwaM BC Live 0.00 PSI= 1.00 1.00 1.00 Co o Spr7ngs, CO 80907 'ANSUTIPI V, NVIIIA V- Wood Truss Council of America Standard Design Responsibilities, 'BULDING. COMPONENT SAFETY INFOFVM'nCR - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (B= 1-03) and SM WAAARY %EM by WrCA and TIPI ' The Truss Plate Institute C" is located Ed SM DOnDfrio Dd%e. Wfison, TRUSPLUS 6.0 VER: T6.5.41 VAsconsinW719. The American Forest and Paper Association (AFPA) is located all 111 191h Street. NW, Ste $00. Wtishlroton, DC 2M. Bldg Code: CBC -01 OEFL RATIO: L/240 TC: L/241 Job Name: Hiralez Res Truss ID: A2 Oty: 11 BRC X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 19 S PI "in sENec : ANSIO S UPLIFT REACrION(S Support lb 1 0- 1 12 1088 3. 50" 1.50:: 8C, 2x4 DFL #1 2x4 DFL STANDARD THIS ORS 15 THE ITE9RESULT OF I Doi MULTIPLE LGALD CASES. 1 -17li Support 2 -330 lb 2 31-10 4 1224 3. 50" 1.50 PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS MAWING, This truss is designed using the BRG REQUIROMENTS shown are based ONLY Loaded for 10 PSF non -concurrent 8CU_. THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC -01 Code. on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes, Irriportance Factor - 1.00 MAX DEFLECTION (s MEM 2 GIRDERS. IF 2 S" GUN NAILS ARE USED THE RANGERS MST I§E RE-EVALUATED (BY &AERS). Truss Location - Not End Zone Hurricane/Ocean Line - No MCate 2orX26C7 L/999 8-9 (ENE):LC L= -0.14" D= 0.19" T= -0.33" Rep Mbr Brill / Comp / Tens Bldg Len?th - 48.00 fti6Bid dth ft Mean roo height - 13. ft, riph 90 a=CAL MEMBER FORCES: TC C0MP,jD R�J, TE11-11.1 S BC Live 0.00 psf CBC_Standard Occ d Load 10.8 psf LOAD WE #2' AIN LOADS ---------------- 1-2 -2439 1U 2 097 A 400# HORIZONTAL POINT LOAD APPPLIED Dir L.Plf L. Loc R. P1 It. Lo f c ILl 2-3 -1951 1:2S 0.. AT THE RIGHT END IN EITHER DIRECTION IS TC Vert 52.00 0- 0- 0 52.00 32- 0- 0 0 62 3:4 -19S4 12S 561 1 60 0 64 4 5 -2439 1 2S 643 1:60 0:67 ACCEPTABLE IN THIS DESIGN. TC Vert 68.00 32- 0- 0 68.00 34- 0- 0 0.47 BC Vert 16.00 0- 0- 0 16.00 32- 0- 0 0.00 TE S BC C1MP*jDlR$ N R S I 'I Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 ijDU 6 7 -531 1. 2 3 1 2 S li� 7-8 -532 1. . 2,2. 1 2S .16 8-9 -273 1 60 / 1837 1.25 0.48 9-10 -532 1:60 2628 1.25 0.56 10- 11 -531 1 . 60 2631 1.25 0.63 WB OOMP.(DUR.) TEN' ' DUR - CSI ' 2:7 , 94 0.90 0'05 2 ' I_ 2S]// 50 1.60 0.27 :600 3-8 110 1.60 / 563 1.25 0.23 3: 99 1 60 565 1.25 0.23 :111 4 59811:25 2SO 1 60 0 27 4_ 10 9410:901 0:05 6-3-14 t 2.5-8 0-3-14 8-0-0 8-0-0 8-0-0 8-0-0 B-0-0 16-0-0 24-0-0 32-0-0 16-0-0 16-0-0 2 3 4 5 F4-5-0 4-4 4.50� BUTTE' COWAITVII INJ I r"UILDANG DIVIiS31C) A F"'OVED Pffi 7-0-12. SHIP 400# 0-3-14 1 B1 B2 W:308 W:308 R: 1088 R: 1224 U-276 U-330 32-0-0 6 7 8 0 9 10 11 B-0-0 6 8-0-0 90 8-0-0 4 8-0-0 20-0-0 C%I 32-0-0 1=11AMI-PAINAWA4.1- J. 0. 2 04 i n 2007 VIL Cjr 9/13/2006 WA RNINGRead an notes on this sheet and give a copy of it to the Erecting Contractor. Cust: George Hi ral ez This design Is for an indhAdual building component not truss system it has been based on specifications pro%ided by the component manufacturer WO: DriveLT1410806LO0005100001 and done in accordance with the current versiom; of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: MS #LC = 18 Wr: 175# z� am to be verified by the component inizinufacturer andfor building designer prior to fabrication. The building designer nxist ascertain that the loads TIC Live 16.00 psf LiveDur L=1.25 P=1.25 utifted on this design . or ad Me loading Imposed by a .1 building code and the partimlar application. The design assurnes; thin the top chord HOMEWOODis laterally braced by the roof or floor sheathing and the bottom chord is laterally braced try a rigid sheathing material directly attached, unless otherwise TIC Snow 0.00 psf SnowOur L=1.15 P=1.15 noted. Briecing shown is for lateral support of components members only to red" buckling length. This corriponent shall not be placed In any TIC Dead 10.00 psf Rep Mbr Brill / Comp / Tens TRUSS enviromnind that will muse the moisture content of the wood to emeed 19% andfor muse connector plate corrosion. Fabricate. handle. install BC Live 0.00 psf 1.00 / 1.00 / 1.00 4445 Northpark Dr Colo Springs, CO k907 and brace this truss In accordance with the following standards:Joirit and Cutting Detail Reports! 8�agable as output from Truswal software. 'ANSUTPI 1% WrCA V - Wood Truss Council of Armrlca Standard Design Responsibilities, IBUILDING COMPONENT SAFIETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 PCSI 1-03) and TICS] SUMMARY SHEEM by VVTCA and TPI. The Truss Plate Institute CrPQ Is located at 583 Donofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.41 VilswrtsinS3719. The American Forest and Paper Association (AFPA) is located at I I I I 19th Street, NW. Ste 800, Vikishington. DC20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: Hiralez Res Truss ID: AG Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL # I a 1995 PI tig?SsENec : ANSIP UPLIFT REACrION(S) : b 1 0- 1- 12 1356 3. 50:: 1 50" 20 DR. #1 BC x WFBTE 2 4 OFIL STANDARD THIS I IS THE ITE RESULT OF Ai MULTIPLE LOAD CASES. A312 S 137 8 S 61 1.33 0.04 S pport 1 S rt 2 uppo :983 331 lb - 50 2 2- 8 0 499 3. 1: 50:: PLA VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS MAWING, esigner must the loads are to be verified by the component manufacturer andfor building designer prior to fabrication. The building d ascertain that upport 3 1 -21 b 3 4- 0 0 75 3. So:: 1 5 Loaded for 1.0 PSF nori-concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 4 02 0 4 0.01 Suir�ort 4 -48 1 b , 4 5- 4- 0 146 3.50 1:50 Mark all interior be ton,, 1 -PLY AND 3" RANGER NAILS FOR MULTI -PLY Wmnmnt that will cause the moisture content of the wood to exceed 119% and/or cause connector plate conosion. Fabricate, handle. install :nd support 5 -39 lb 5 6- 8- 0 136 3. 50:: 1 50" 1:5011 erior su 't&,og:fore ection. Install int o Mg use adequate s aples or gable b cks. GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY 6TAERS). BC Dead rt 6 Suppo 't 7 support - 40 lb -40 lb 6 8- 0- 0 136 3.50, Bill DING DESICNER MUST VERIFY CABLE LOADS! PLATING BASED ON GREEN LUMBER VALUES. support 8 -40 lb 5r,., 7 9- 4- 0 136 3. 50:: 1 1: 56" 8 10- 8- 0 136 3.50 (.1 gable bracing rejuired 0 $11" intervals, ' osed to wi nd cad applied to face. . . . . . . . . . . . . . . . . . . . t + + Designed for 5.7 K lbs drag load agglied Support 9 Support 10 -40 lb -65 lb " 9 12- 0- 0 136 3.50 1 . 50" See"Cneral Gable Details", ODO206503S. evenly along the top chord to the tto. Support 11 -87 lb 10 13- 4- 0 138 3. 50" 1. 50" S Diagonals shotnn are part of the structure of this truss and my not be rerroved. Sheathing chord continuously, concurrently with dead loads and 0 % live load. Support 13 Support 14 :87 lb 65 lb n 14- 8- 0 151 3. .50" 12 16- 0- 0 75 3.5 so.. my be applied for additional supgort to resist lateral loads by others, ut is not Continuous bearing reaction - 177 Plf. �gnadnection (by others) wst transfer equal Suppo 15 Support 16 -40 lb -40 lb 1. 13 17- 4- 0 151 3.5 5 required unless notZ4. Lateral loads have to each ply (or add-on) shovin . Support 17 -40 lb 14 18- 8- 0 138 3.50 1:50 not been analyzed unless indicated. . . . . . . . . . . . . . . . . . . . . . . Support 18 Support 19 -40 lb -39 lb 15 20- 0- 0 136 3. 50:: 1: 5 This truss is designed using the CBC -01 Code. Support 20 -48 lb 16 21- 4- 0 136 3.50 1 50 17 22- 8- 0 136 3.50 , 1 Sol, : Bldg Enclosed Yes Importance Factor . 1.00 iZi End . Zone Support 21 Support 22 21 lb -331 lb 18 24- 0- 0 136 3.50: 1: 50" Truss Location Hurricane/Ocean Line - No i MCategor Idth.2 X27657 Support 23 -983 lb 19 25- 4- 0 136 3.SO 1 50" 20 26- 8- 0 146 3. 50:, : 1:5 0:: Bldg Len?th - 48 00 ft 6Bfdg ft Mean roo height L 13.1 De t Ln so .0 CBC Standard Occupancy, ad' d 10.8 psf 21 28- 0- 0 75 3.50 1 . 50 22 29- 4- 0 499 3.50" 1.50" 23 31-10- 4 1356 3.50" 130" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFL.ECrION (sEan) : L/999 MEN 24-25 ( IVE) LC 15 L= -0.01" D= 0.00" T= -0.01" CRITICAL MEMBER FORCES: TC (OUR OUR C'I 1 1-2 3§ 7 33 0.64 9 2 3 3 1 3 43 3698 - 3 2-8-0 3:4 :2156 1:13 1:3 00:31 3 1629 C14 (1) 4-5 BD 3 0.27 -19D4 1.33 1. 3' go 2-8-0 ,g 1 3 S-6 52 1 . 3 1� 33 0 23 6-7 77 1: : 7-8 9 1 5 1 33 0 16 3 16-0-0 16-0-0 BUTTE COUNTY 8-9 -897 1 874 1:33 0:13 1 33 0 09 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 17 18 19 20 21 22 23 BUILDING 9-10 -646 1: 622 1 . . 10-11 -394 1 33 370 1 33 6 11-12 -137 1:33 M 1:33 00:005 1 331 12-13 - 7 1.33 W 0 OS 4.50 1.5-3 _77501 1 § & t V I DI ISIO, 13:14 : 1 33 370 1:33 0:06 14_15 [33 622 1.33 0.09 1.5-3 1.5-3 1.5-3 4A 1.5-3 APPROVED _L"6 15 16 897 1 33 874 1.33 0.13 16_ U49 1 M5 1 33 0 16 1.5 -3 1.5-3 1.5-3 1.5 -3 _17 13 17_18 _1400 1: 3 1377 1:33 0:20 18 19 1652 1 . 33 1629 1.33 0.23 1.5-3 1.5-3 -3 1.5 19 20 - 19D4 1 J3 ISSO 1 33 0 27 2133 0.:31 1.5 -3 1 5-3 1.5-3 20:2 1 :21S6 1: 3 1.:33 21 22 1 33 2368 1 33 0 43 1.5-3 . 1.5-3 _239S 22:23 2891811:33 2799 1.33 0.64 6-3-14 1.5-3 7-0-12 1 I?W�R TENS ' CSI 1.5-3 1.5-3 SHIP 24 25 1 hj� 67��'13j3 25:26 00: 3.5-6 3.5-6 26-2 7 x 27-28 00:0, 28-29 0 29 30 D:001 0-3-14 2-3 2-3 2-3 2-3 2-3 2-3 2-3 2-3 2-3 2-3 2-3 0-3-14 30-31 0. 1 31-32 0.0 2-3 2-3 2-3 2-3 2-3 2-3 2-3 2-3 2-3 32-33 01 5-6 33-34 :01 34-35 0.01 35-36 0.01 36-37 0 37-3 0:001 0 38-39 01 39-40 0 . 01 40-41 0 . 01 41-42 0.01 42-43 0.01 32-0-0 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45r o. 2 43 44 0.01 2-8-0 44-45 0.11 45 46 747(l.33) 672(l.33) 0.34 2 -8-0 co 04 . N M J n 2 07 4 CO� T_.�PU�J/ TEt . §4(9U&j _CLI OVER CONTINUOUS SUPPORT :3 1. 33��, 62 5 1.33 1 2 1:33 0:0 301 :11' 62 1 33� 0 03 1-32 1.33 9-94 -H ;g VVMX 20 it,,,= ter Hs "I'r= 'e. rg; rale). ,.,0. "�,ZO ss �.Rftb?.' Rod)= 9/13/2006 1 9- L-3� -129 No 1 .07 1:35 -53 1 11 1: 0 03 :3 - 60 0:07 Read all notes on this sheet and give a copy of it to the Erecting Contractor. ust: eorge I ra ez 100 1 78 1:60 0 05 'this design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: DriveT1410806L00005100001 A312 S 137 8 S 61 1.33 0.04 and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgnr: MS #LC = 18 WIF: 248# -3 62 1.33 0.03 3 - 62 1.33 0.03 esigner must the loads are to be verified by the component manufacturer andfor building designer prior to fabrication. The building d ascertain that TC Live TC Snow 16.00 psf 0.00 LiveDur L=1.25 P=1.25 SnowDur L=1.15 P=1.15 2 0.02 4 02 494- 0 utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise 1 4 02 0 4 0.01 noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This oornponent shall not be placed in any TC Dead psf 10.00 psf Rep Mbr Bnd / Comp Tens 09 Wmnmnt that will cause the moisture content of the wood to exceed 119% and/or cause connector plate conosion. Fabricate, handle. install :nd BC Live 0.00 psf . 1.15 / 1.00 1.00 4445 Northpark Dr. brace this truss in accordance with the following standards:.JoInt and Cutting Detail Repord available as output from Truswal software, 'ANSVTPI COMPONENT SAFETY INFORMA11ON BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Co7o Springs, CO 80907 V, WCA V. Wood Truss Council of America Standard Design Responsibilities. BUILDING - (BCSI 1-03) and SCSI SUMMARY SHEETS by WrCA and TPI. The Truss Plate Institute (TPI) is located at 583 CfOrvofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.4 4 W=nsln 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW. Ste 800, VVashington, DC 20036. Bldg Code: CBC -01 IDEFL RATIO: L/240 TC: L/24 Job Name: Hiralez Res Truss ID: B1 Qty: 5 BRG X -LOC REACr SIZE REQ'D TC 2x4 DFIL #1 PlatiggSs ecI: ANSI/TPI - 199S OF UPLI=CTION96i lb 1 0- 1- 12 861 3. 50" 1. 50:: 2x4 DFIL #1 WBCEB 2X4 OFL STANDARD THIS IEN S THE OCIMPOSITE RESULT MULTIPLE LOAD CASES. Support 2 -269 lb 2 21- 2- 4 861 3. 50" 1.50 BRG REQUIREMENIS shom are based ONLY PLATE VALUES PER ICB) RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL . IF HANGERS ARE INDICATED ON THIS WAKING, THEY ARE BASED ON 1.5" HANGER NAILS FOR This truss is designed using the CBC -01 Code. on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. I -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed No, Importance Factor - 1.01) MkX DEFLEMON (sEan) : L/999 MEM 8-9 ( IVE) LC 1 environment that will cause the moisture content of the wood to exceed 19% andfor cause connector plate corrosion. Fabricate, handle. Install GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MST BE RE-EVALUATED (BY WERS). Truss Location Not End Zone Hurricane/Ocean Line - No L= -0.06" D= -0.09" T= -0.15" CRITICAL MEMBER FORCES: and brace M truss In accordance with the following standards:Joint and Cutting Detail Reports! available as ouW from Truswal software, 'ANSUIPI 1'. VVICA 1'- Wood Tons Council of America Standard Design Responsibilities, 13UILDING C0VP0NENT SAFETY INFORMT10N - BIC Dead 8.00 psf Bldg Len?th - 48.00 BidgE%"dtthe2*rX2-6C7 ft Mean roo height . Jf2tiii ft, ph 90 OBC Standard Occupancy, Dead Load 10.8 DIU6 TC COMP-IDUR TEnj R61 WrCA nd TPI. The Truss Plate Institute ITPI) Is located at 583 90noftio Drive. Madison. YFSorHWEEa7nVd 'Pya (VBA'sco' 'a SAU=m Md - psf' 1 2 - 14S4 1 2&1// 091. r'ts. I0n35)3'7n1d9WT_h' cAaRn pe r Assao of ati o n (AFPA) is I ocat ad at 1111 19th StreeL NW, St a 800 , Vilasln I ngt o n . DC; 20 0 36 . Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 2-3 - 1435 1: 0.34 3-4 -142 1 0 34 4-S -14593 1: 0:41 BC COMP. OUR Tjj.jDUR I 6-7 661� 1. 2&1 099 1:60 :336 7 8 194 1 920 1 25 0 29 8_9 _ 33611.60 � 1309 1:2S 0:39 - COMP. —2. -1 11�111 2:7 O�' I.Bj� �24 IDUR :323 .g 0 3 7 208 1. 5 g1j.: 21 8 4 1:60 584 1 25 0 24 3 - _20 1 60 0 0 4 322 1 2S 212 7 t 4-3-14 M 0-3-14 7A-0 PA -0 P:±O- 7-4-0 7-" 10-8-0 14-0-0 21A-0 10-&0 10-" 2 3 4 5 F!U--- 4-4 --A Ell E12 W308 W308 P-1861 R:861 U-269 U-269 i 2-0-0 2-0-0 214-0 6 7 8 9 7-" 6-" 7-" 7-4-0 14-M 21 -" ". BUTTE COUNTY SUILDIINIG DIVIS1 ON", APPROVED t 5-0-12 SHIP 0-3-14 t 9/13/2006 " WAHNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Cecirge Hiralez This design is for an Individual building cornponerd not truss systern. it has been based on specifications provided by the component manufacturer WO: DriveT1410806LO0005)O0001 and done In accordance with the current versions of TF4 and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgnr: MS #LC = 16 WT: 114# are to be verified by the component manufacturer and[or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf TIC Snow 0.00 LiveDur L=1.25 P=1. 2 5 SnowDur L=1.15 P=1.15 HOMEWOODis utilized on this design rreel or ew-eed the loading InVased by the local building code and the particular application. The design assumes that the top chord laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed In any psf TIC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens K7N= TRUSS environment that will cause the moisture content of the wood to exceed 19% andfor cause connector plate corrosion. Fabricate, handle. Install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Co7o Springs, CO 80907 and brace M truss In accordance with the following standards:Joint and Cutting Detail Reports! available as ouW from Truswal software, 'ANSUIPI 1'. VVICA 1'- Wood Tons Council of America Standard Design Responsibilities, 13UILDING C0VP0NENT SAFETY INFORMT10N - BIC Dead 8.00 psf O.C.Spacing 2- 0- 0 WrCA nd TPI. The Truss Plate Institute ITPI) Is located at 583 90noftio Drive. Madison. YFSorHWEEa7nVd 'Pya (VBA'sco' 'a SAU=m Md TR U S P L U S 6 . 0 V E R : T 6 . 5 4 r'ts. I0n35)3'7n1d9WT_h' cAaRn pe r Assao of ati o n (AFPA) is I ocat ad at 1111 19th StreeL NW, St a 800 , Vilasln I ngt o n . DC; 20 0 36 . Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 lJob Name: Hiralez Res Truss ID: BG Qty: t I CRITICAL MEMBER FORCES: TC 2x4 DFL #1 BC 2x4 DFL #1 CBL BLK 2x4 DFL STANDARD [�%E VALUES PER ICBO RESEARCH REP09T #1607. ed or 10 PSF non -concurrent BCLL. Mg use adivate stNles for gable blocks. BUI DING DES CHER MU VERIFY W�E LOADS! It gable bracing required 0 58 intervals, I � e?Csed to - nd oad applied to face. See neral Cable Details" , ODD2065035. t 4-3 -14 0-3-14 Platightnec,: ANSI/TK - 1995 THIS S THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS MWNG, THEY ARE BASED ON 1.5" HANGER NAILS FOR I -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE RANGERS MST BE RE-EVALUATED PY 65ERS). PLATING BASED ON GREEN LUMBER ALLIES. 2-8-0 9 9� 1 00 t C14 # c 9 2-8-0 6 do V1 i 10-8-0 10-8-0 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 F4._50 3-4 —4501 This truss is designed using the CBC -01 Code. Bldg Enclosed - No, Irnportance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - No Ex&,.Categorx - C Bldg Length - 48-00 ft —Bidg 2.67 ft Mean roof height - 12.16 ft, CBC Standard Occupancy, Dead LMhd 10'08 psf SU7-7-�e C01jt &Uxo/JVG,D Vry Apon n/189 Ai. jrxft ION 01/r!0 V &Z t 5-0-12 SHIP 0-3-14 t i . 9/13/2006 Cust: George Hiralez WO: DriveT14108061-00005100001 Dsgnr: MS #LC = 16 wr: 145# TC Live 16.00 psf LiveDur L=1.25 P=1.25 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 10.00 psf Rep Mbr 8nd / Comp / Tens BC Live 0.00 psf 1.15 / 1.00 / 1.00 BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Bldg Code: CBC -*01 214-0 This design Is for an Indivittual building component not truss system it has been based on specificatiom provided by the component manufacturer arid done in accordance with the cument versions of TPI and AFPA design standards. No responsibility Is assurned for dimensional accuracy. Dintensions; 0. 1 18 19 20 21 22 23 2-8-0 9 2-8-0 Go I ? C51 1 9 2435o 2627o 28 309 31 1. — �1 '10"! 0) 32o 339 34 �11 41 0, -1 9 1 'T 9 j n VV TYPICAL PLATE: 1.5-3 environment that will cause the moisture content of the wood to tocaed 19% andfor cause connector plate corrosion. Faixicate, handle, Install 4445 Northpark Dr. and brace this truss In accordance fth the following standards: 'Joint and Cutting Detail Reporte available as ou4xd from Trusvnil software, Co7o Springs, CO 80907 OVER CONTINUOUS SUPPORT I t" 9/13/2006 Cust: George Hiralez WO: DriveT14108061-00005100001 Dsgnr: MS #LC = 16 wr: 145# TC Live 16.00 psf LiveDur L=1.25 P=1.25 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 10.00 psf Rep Mbr 8nd / Comp / Tens BC Live 0.00 psf 1.15 / 1.00 / 1.00 BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Bldg Code: CBC -*01 WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor This design Is for an Indivittual building component not truss system it has been based on specificatiom provided by the component manufacturer arid done in accordance with the cument versions of TPI and AFPA design standards. No responsibility Is assurned for dimensional accuracy. Dintensions; am to be verified by the component manufacturer andfor building designer prior to fabrication. The building designer ffvrA asredain that the loads HOMEWOOD utilized on this design meet or e=eed the loading Imposed by the local building code and the particular application. The design assurnes that the top chord is laterally braced by the roof or Door sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. untess otherwise noted. Bracing shovin Is for lateral support of components members Only to reduce buckling length. This component shall not be placed In any 1`Z7q;Z= TRUSS environment that will cause the moisture content of the wood to tocaed 19% andfor cause connector plate corrosion. Faixicate, handle, Install 4445 Northpark Dr. and brace this truss In accordance fth the following standards: 'Joint and Cutting Detail Reporte available as ou4xd from Trusvnil software, Co7o Springs, CO 80907 ANSUTPI 1% WrCA V - Wood Truss Council of America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATION - (BCSI 1-03) and 1=1 SUMMARY SHEETS' by WTrA and TPI. The Truss Plate Institute M Is located at SM CrOnoftio Drive. Madison. TRUSPLUS 6.0 VER: T6.5.4 I VAsoonsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 i9th Street, NW. Ste 800, Vilashington, DO 20036. 9/13/2006 Cust: George Hiralez WO: DriveT14108061-00005100001 Dsgnr: MS #LC = 16 wr: 145# TC Live 16.00 psf LiveDur L=1.25 P=1.25 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 10.00 psf Rep Mbr 8nd / Comp / Tens BC Live 0.00 psf 1.15 / 1.00 / 1.00 BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Bldg Code: CBC -*01 r AAA. ecch September 14, 2006 VerticalTechnology Engine'ering M3 R0 Umb Ae #2M, Chm, CA, 9-9926 PK (-EM) ff-19-M6 Fbx (530) 899-1102 RE: Hiralez Residence, 534 W. Liberty Road, Gridley, CA To Whom it May Concern: I have reviewed the truss calculations by Homewood Truss Co. dated 9/13/2006 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Sincerely, Andrew Johnson, P.E. DG - 24 9j�� BUTTE COUNTY 9UILDING DIVISION APPROVED , S � I V/Z., I TITLE,24, REPORT I 'Title 24 Report for: Hiralez Residence 534 Liberty Road Gridley, CA Project Designer: 11 Report Prepared By: Max Ramirez Golden Sun Designs 2565 Zanella Way, Suite F Chico, CA 95928 (530) 894-8236 060 - 2zl e�� BUTTE COUNTY BUILDING DIVISION Job Number: APPROVED (�gpl 082906-Hiralez Date: 10/24/2006 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.1 by EnergySoft Job Number: 082906-Hiralez User Number: 5733 I - . TABLE OF CONTENTS - I Cover Page Table of Contents Form CF -1R Certificate of Compliance Form MF -1 R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary 3 7 9 1 4.1 by EnergySoft Job Number: 082906-Hiralez User Number: 5733 1 V Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R HiraluResidenrp __ W�_ 00412M6 Project Title - Date ib rt GrorfipV MA�_L V Road Project Addres�s Building Permit# Golden S in Dpsiqns (530) 894-8236 Documentation Author Telephone Plan Check/Date FnerqyPro 11 Field Check/Date CompliNfice Method Climate Zone TDV Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 13.90 8.35 5.54 Space Cooling 11.96 8.33 3.63 Fans 2.58 1.75 0.82 Domestic -Hot Water -13.-70-- 13.97 -0.27 Pumps 0.00 0.00 0.00 Totals 42.13 32.41 9.72 Percent better than Standard: 23.1% Building Type: [k Single Family El Addition El Multi Family Existing + Add/Alt Building Front Orientation: (S) 180 deg FuelType: Natural Gas Fenestration: Area: 114 ft2 Avg. U: 0.34 Ratio: 7.4% Avg. SHGC: 0.34 BUILDING ZONE INFORMATION Zone Name Floor Area Volume Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: # of Units Zone Type HVAC qyqt M 1 53 19 9A 1 nn rnnditioned— OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Y-Vall None 954 () '53n —Nnap_ R_n n lAn q -E)jaoL— None 20 _0_5M None R-() 0 ign A -WAU— Nona 948 _0_9M Nnnp R-0 0 97n Mill None— 31 A n 510 --None- R-0 0 n 9 Wall__ None 2413 n SIO —Nonp R-0-0 go --_go Ronf wmd__ 1 536 n n39 R-30 R-0 0 --- 18.0 - Gains Condition Y/N Status JA IV Reference 1,536 ft2 n/a ft2 0 ft2 1,536 ft2 8.0 ft 1.00 1 Thermostat Vent Type Hgt. Area SethaCk n Location / Comments New- 12-Rq 1 qt Flonr New— 28-A4 1st Floor New— 12-B-9 1st Floor NBw— 19-R9 -IsLEIcLor New— 12-89 1st Floor New— 01-A17 I st Floor I EnergyPro 4.1 by EnergySoft User Number: 5733 Job Number: 082906-Hiralez Paqe: 3 of 9 1 Certificate Of Compliance: Residential Inside (Part 2 of 4) CF -1 R Hiralez Residence Project Title Location/ Type 10/24/2006 Date FENESTRATION SURFACES # Type Area U-Factorl C2 True SHG Azm. 'Tilt Cond. Stat. Glazing Type Location/ Comments 1 W i n ow—EmnL—(S�- —62-0- —0-140 -N ERf, -D-34 NERC 180 —90-New—LDW-F--1sLEIQoL- Concrete, Heavyweight 2 Window Left Wo 4.0 0.340 NFRQ 0.34 NFRC 270 90 New LOW E 1st Floor 3 Window Rear (N) 44.0 0.340 NFRQ 0.34 NFRQ 0 90 New LOW E 1st Floor 4 _ Window Riaht (E) 4.0 0.340 NFRQ 0.34 NFRC 90 90 New LOW E 1st Floor 12439 New 1st Floor / Exterior Mass Masonry, Partial Grout 248 8.00 17 0.36 0 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1 16B. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin Exterior Shade Type SHQC Hgt. Wd. Len. Hgt. I -Ext. RExt. . Dist. Len. Hgt. Dist. - Len. Hqt. 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4- Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN I EnergyPro 4.1 by EnergySoft User Number: 5733 Job Number 082906-Hiralez Paqe: 4 of 9 1 Area Thick. Heat Inside Condition Location/ Type (so (in.) Cap. Cond. R -Val. JA IV Reference Status Comments Concrete, Heavyweight 1,53 4.00 —8 28 0.98 2 26 -Al New 1 st Floor / Slab on Grade Masonry, Partial Grout 254 .00 17 .36 0 12439 New 1st Floor / Exterior Mass Masonry, Partial Grout 248 8.00 17 0.36 0 12-89 New 1st Floor / Exterior Mass Mason[y. Partial Grout 318 8.00 17 0.36 0 --6.— — 12-B9 - New 1st Floor / Exterior Mass Masonry, Partial Grout 248 8.00 17 — 36 0 12-B9 New I st Floor/ Exterior Mass PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 160 None No Insulation 26 -Al New 1 st Floor I EnergyPro 4.1 by EnergySoft User Number: 5733 Job Number 082906-Hiralez Paqe: 4 of 9 1 .Certificate Of Compliance: Residential (Part 3 of 4) CF -1 R Hiralez Residence 10/24/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC System Central Furnace 80% AFLIE Packa-ged Air Conditioner 13.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC System Ducted Ducted Attic 6.0 New No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Ratedl Tank Energy Standbyl Tank Insul. Water Heater # in Input Cap. Condition Factor Loss R -Value System Name Type Distribution Syst. (Btulhr) (gal) Status or RE I (%) Ext. Standard Gas 50 qal or Less Small Gas No Pipe Insulation 1 40,000 50 New 0.57 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Name: Title/Firm: Address: Telephone: Lic. #: 0C'T 0 (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: Documentation Author Name: Max Ramirez Title/Firm: Golden Sun Designs Address: .2565 Zanella Way, Suite F .Chico, CA 95928 Telephone: (530) 894-,8236 (,igna .Certificate Of Compliance: Residential --(Part 4 of 4) CFA R Hiralez Residence 10/24/2006 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the auequacy oT ine speciai jusuncation ana Cocumentation SUbMittecl. Plan Field HIGH MASS Design - Verify Thermal Mass: 1536 sqft Covered Slab Floor, 4.00" thick at 1st Floor HIGH MASS Design - Verify Thermal Mass; 254 sqft Masonry, Partial Grout Exterior Mass, 8.00" thick at Ist Floor HIGH MASS Design - Verify Thermal Mass: 248 sqft Masonry, Partial Grout Exterior Mass, 8.00" thick at Ist Floor HIGH MASS Design - Verify Thermal Mass: 318 sqft Masonry, Partial Grout Exterior Mass, 8.00" thick at 1st Floor I.HIGH NASS.Design - Verify Thermal -Mass: --248 sqft -Mason ry,..Partia I Grout Exterior.Mass, 8.00".thick-at--1 st Floor HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC- .. A U=ne .1. ­ .. . . . . . .. __ .— installation certificate. Plan I Field I EnergyPro 4.1 by EnergySoft User Number: 5733 Job Number: 082906-Hiralez Paqe: 6 of 9 i 'Mandatory Measures Summary: Residential 'M FA R (Page 1 of 2) NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (*) below. When this checklist is incorporated into the permit documents, the featuresnoted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or check N/A if not DESCRIPTION applicable. NIA DESIGNER ENFORCE - MENT Building Envelope Measures 1:1 IR El - § 150(.): Minimum R-1 9 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. El El El 150(b): Loose fill insulation manufacturers labeled R -Value: El EK El § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not El RX El apply to exterior mass walls). EJ 0 El 150(d): ­Minimurn-R-1 3 ra-ised-fidorinsUlatic5ff in -framed floors or equivalent U -factor. El EK 0 § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1:1 IR El - 1. Masonry and factory -built fireplaces have: El N El a. closable metal or glass door covering the entire opening of the firebox El 0 El b. outside air intake with damper and control, flue damper and control EJ f X-1 11 2. No continuous burning gas pilot lights allowed. EJ 0 El 150(f): Air retarding wrap installed to comply wifft 151 meets requirements specified in the ACM Residential Manual. F� I R El 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. El El El 150(l): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor El El El permeance rate no greater than 2.0 perm/inch. El ER El 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and El 191 El include CF -6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/ExAltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. El 191 El 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain El 191 El Coefficient (SHGC), and infiltration certification. El N 0 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. El 9 El I Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. El N El § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 1:1 IR El - 150(i): Setback thermostat on all applicable heating and/or cooling systems. El N El 1500): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with El MR El insulation having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-1 2 external D El El insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire El ER El length of recirculating sections of hot water pipes shall be insulated to Table 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. El 11 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment El 191 El maintenance, and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed 1:1 El 1:1 entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. Fl EnergyPro 4.1 by EnergySoft User Number: 5733 Job Number: 082906-Hiralez Page:7 of 9 Mandatory Measures Summary: Residential (Page 2 of 2) W-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (*) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - DESCRIPTION applicable. NIA DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CIVIC Sections 601, 602, 603, 604, 11 191 El 605, and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minumurn installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to sea] openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than rx� sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and El Fil 0 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Wafts or greater are support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, 11 2 reductions in the cross-sectional area of the ducts. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive El Fil E] duct tapes unless such tape is used in combination with mastic and draw bands. El 191 El OR are controlled by an occupant sensor(s) certfied to comply with Section 1 19(d). 4. Exhaust fan systems have back draft or automatic dampers. El El El 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating El El El dampers. El lil El same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 6. Protection of Insulation. Insulation shall be pro tected from damage, including that due to sunlight, moisture, equipment FAI E] maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more El E] 11 retardant and provides shielding from solar radiation that can cause degradation of the material. 11 9(d). 7. Flexible ducts cannot have porous inner cores. El 0 El § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the El El F� heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. E) F I 3. Pool system has directional inlets and a circulation pump time switch. El F� § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria Lighting Measures 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table El Fil 0 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Wafts or greater are electric and have an output frequency no less than 20 kHz. 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, 11 2 luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. El 191 El OR are controlled by an occupant sensor(s) certfied to comply with Section 1 19(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are F1 FRI El controlled by an occupant sensor that complies with Section fl 9(d) that does not turn on automatically or have an always on option. 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are E] certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFIVI at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the El lil El same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. E] El El Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more El E] 11 dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 11 9(d). EnergyPro 4.1 by EnergySoft User Number: 5733 Job Number: 082906-Hiralez Page:8 of 9 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY 1PROJECT NAME DATE Hiralez Residence 10/24/2006 SYSTEM NAME HVAC Svstem FLOOR AREA 6 1,53 lNumber of Systems 1� Heating System Output per System 37,000 Total Output (Btuh) 37,000 Output (Btuh/sqft) 24.1 Cooling -System Output per System 48,000 Total Output (Btuh) 48,000 Total Output (Tons) 4.0 Total Output (Btuh/sqft) 31.2 Total Output (sqftfron) 384.0 ir System CFM per System 1,600 Airflow (cfm) 1,600 Airflow (cfrnisqft) 1.04 Airflow (cfmfron) 400.0 Outside Air 0.0 Outside Air (cfmlsqft) 0.00 Note: values above given at ARI conditions JEATING SYSTEM PSYCHROMETRICS (Airs 24.0 OF 67.1 OF m Outside Air 0 cfm 67.1 OF Total Room Loads Return Vented Lighting Return Air Ducts - Return -Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD I COILCOOLINGPEAK COILHTG.PEAKI I CFM iSensiblel Latent ensible I 1 27,2151 2121 Luxaire 4 TON 37,975 6,393 37,000 Total Adjusted System Output (Adjusted for Peak Design Conditions) 37,9751 6,393 TIME OF SYSTEM PEAK Aug 2 pm] Jan 12 ami Heating Coil 88.6 OF 88.6 OF -4S SupplyAir---- Supply Fan 85.7 OF 1600 cfm ROOMS 70.0 OF ReturnAirDucts I [COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 99.9 / 70.3 OF 79.7 / 63.6 OF 57.7 / 55.9 OF 57.7 / 55.9 OF Outside Air Supply Air Ducts 0 cfm Cooling Coil Supply Fan 59.4 / 56.6 OF 1600 cfm 44.3% R.H. FRooms 79.7/63.8 0 F 78.0 / 63.3 OF 4.1 User Number: 5733 �% RetumAirDucts 11 Job Number: 082906-Hiralez Of 9 21,274 21 41,303 0 2,971 4,944 0 0 0 F 0 0 0 0 2,971 4,9441 1 27,2151 2121 Luxaire 4 TON 37,975 6,393 37,000 Total Adjusted System Output (Adjusted for Peak Design Conditions) 37,9751 6,393 TIME OF SYSTEM PEAK Aug 2 pm] Jan 12 ami Heating Coil 88.6 OF 88.6 OF -4S SupplyAir---- Supply Fan 85.7 OF 1600 cfm ROOMS 70.0 OF ReturnAirDucts I [COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 99.9 / 70.3 OF 79.7 / 63.6 OF 57.7 / 55.9 OF 57.7 / 55.9 OF Outside Air Supply Air Ducts 0 cfm Cooling Coil Supply Fan 59.4 / 56.6 OF 1600 cfm 44.3% R.H. FRooms 79.7/63.8 0 F 78.0 / 63.3 OF 4.1 User Number: 5733 �% RetumAirDucts 11 Job Number: 082906-Hiralez Of 9 11 Verticaffechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email vertech@sbcglobal.net Structural Calculations Client: George Hiralez Project: Hiralez Residence Location: 534 West Liberty Road, Gridley, CA 13UTTE COUNTY BUILDING DIvISION APPROVED 1011q106 �-/t Vk,0 F E LU n C CF AUG 2 8 2006 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 wdting 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: Hiralez Residence 8/21/06 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2001 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. 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. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 18-1-A. 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. (12-TO24-ASPER LOCAL REQUIREMENTS) 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 18-1-1 OF 2001 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1805.5 OF THE 2001 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. 4. CONCRETE I 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-1 50 AND SHALL BE TYPE 11 OR TYPE III LOWALKALL 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. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND CBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -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"SLAB 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 20'-O"WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0' WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 760 VERTECH ENGINEERING PROJECT: Hiralez Residence 8/21/06 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER: 1 #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. 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO CBC STANDARD 21-4, GRADE N, TYPE 1, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER CBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN.2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOFSHEATHING: %"APA RATED EXTERIOR 32/16 STRUCTURAL SHEATHING WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8d AT 6"O.C. EDGE, 12"O.C. FIELD U.N.O. 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 IN ACCORDANCE WITH CBC 2306.12. FLASHING AND WATERPROOFING OF EXPOSED ENDS SHALL BE PROVIDED BY OTHERS TO PREVENT DECAY. GLUED LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH CBC 1701.7 AND CBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 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 2" X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-O"O.C. MAX. WITH ONE BOLT LOCATED 1 141 MAXIMUM FROM EACH END OF EACH PIECE. 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. I . 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 FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE 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 1.) 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 2001 CBC TABLE 23-11-B-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. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-4 POSTSITRIMMERS k, VERTECH ENGINEERING PROJECT: Hiralez Residence 8/21/06 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.) FIREBLOCKS: 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 11 OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) 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. F.) 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. 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. 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 THE CBC. 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 REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD 20 PSF REDUCIBLE TOP CHORD DEAD LOAD 8 PSF BOTTOM CHORD DEAD LOAD 10 PSF TOTAL LOAD 38 PSF UPLIFT LOAD AS REQUIRED BY THE 2001 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 = L/360, TOTAL LOAD DEFLECTION = U240 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER CBC CHAPTER 16, DIVISIONS 1, 11, Ill, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF REDUCIBLE C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP C California, United States, North America rN 731, 5� �M 15 MM!, 15.1 P NOS Z P". FX.: em y ri, �g -;v gz 7--,7 - - ------------ AZ IBM �g it . � a MR M M.: ']burl 534 W Uberty Rd,. i e d ®r"MN Gridley, CA 95948 P VVItW, ZW A N % M < 7D OW M -UU M .01" gi M gmw 1 ge,.�og ;t '.1 p .2 Mk� WE 10, I- A-50 M Y": M _V. g W6� gn g n n, 0 n", m 21M, M11" 0 4� -Mi- _31 - ht Copyright 0 1988-2000 Mibrosoft Corp. and/or its suppliers. All rights reserved. tp:1Avww.rnicrosoft.00ffVStreets '@Copyright 1999 by Geographic Data Technology, Inc. All rights reserved. 0 1999 Navigation Technologies., All rights reserved.;This data includes info'r'mati6n taken with permission f , rorn Cinadian authorities 0 Her Maiesty.the Queen in Right 6f, Canbcla.�' Copyright 1999 by Cornpusearch Micrornarketing Data and Syster�s Ltd. PROJECT - ENGINEER DESIGN OF VERTECHENGINEERING a PAGE DATE VerTech Engineering Project: Hiralez Residence Page: Engineer: CMR Date: 8/21/2006 Design of: Gravity Loads IGravity Loads: Slope= 4.5 to 12 Roof Dead Load Ply 2.5 psf Roofing 5.0 psf Framing 5.0 psf Gyp 2.2 psf Insul 1.0 psf Misc. 1.6 psf Total (sloped) 17.3 psf Total (horiz) 18.0 psf Roof Live Load Residential 20.0 psf (Reducible to 16 psf if slope is >4:12) Wall Dead Load CMU (grouted at 32" o.c.) 58.0 psf (CMU exterior) Misc 2.0 psf Total 60.0 psf Wall Dead Load 2x4 Framing @ 16" o.c. 1.6 psf (interior) Gyp. 2 sides 4.4 psf Total 6.0 psf M-1 k I VerTech Engineering Project: Hiralez Residence Page: Engineer: CMR Date: 8/21/2006 Design of : Wall Line Shear Forces due to Seismic Roof Area (ft) Weight (lbs) Roof 2140 38473 Roof Snow (25%) 0 0 Floor 0 0 Height (ft) Length (ft) Weight (lbs) Walls(ext) 8 160 38400 Walls(int) 8 112 2688 RoofLevel Total 79561 Veq(lbs) Roof Area (ft2 ) Floor Area (ft) Ultimate Roof 2140 0 15900 0 0 0 0 0 0 0 0 Trib Area (ft) Line Shear (lbs) Wall Line Roof Floor W/S RoofLevel A 936 4968 B 1070 5679 C 134 711 1 936 4968 2 134 711 3 134 711 R 2001 CBC Static Seismic Forces VerTech Engineering Project: Hiralez Residence Date: Comments: Seismic/Diaphragm Loads Units: Zone=-. 3 15.9 Soil type = Soil Profile Types I = 1 Importance Factor Table 16-K R = 4.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.360 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = __8 (HEIGHT TO ROOF) Ct = [:=.020 FOR ALL OTHERS TA = Ct(hn)'" USE Max TB = 1.4*TA 15.9 VEQ = (Cv*I*W)/(R*T) 3.2 15.9 Ft = 0.07*r*V __MTH (if T<.7, Ft=O) A 0.095 MF_TH 13 0.095 EQ: 1.2613 1.2632 VIW: 100.4 100 V: Ft 0.00 16 MIN V MAX V USE 777C-71 2.5-Ca-I/R 15.9 0.0396 0.2000 3.2 15.9 8/21/06 Kips & Feet (UNO) LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ Z VEQ MOT Diaphragm ROOF 8 8 79.6 636 15.9 16 127 16 1 Oth 0 0 0.0 0 0.0 16 127 0 9th 0 0 0.0 0 0.0 16 '12 7 '0 8th 0 0 0.0 0 0.0 1 16 127 0 7th 0 0 0.0 0 0.0 16 127 0 6th 0 0 0.0 0 0.0 16 127 0 5th 0 0 0.0 0 0.0 16 127 0 4th 0 0 0.0 0 0.0 16 127 0 3rd 0 0 0.0 0 0.0 16 127 0 2nd 0 0 0.0 0 0.0 16 127 [0 1st 0 0 0.0 0 0.0 16 127 1 0 I /�vouuf I bou J 1) VerTech Engineering Project: Hiralez Residence Page: Engineer: CMR Date: 8/21/2006 Desian of: Wall Line Shear Forces due to Wind Wall Line I Trib Area Wind Force Line Shear RoofLevel A 176 19.93 3508 B 206 19.93 4106 C 30 19.93 598 1 260 19.93, 5182 2 15 19.93 299 3 15 19.93 299 4 260 19.93 5182 10 2001 CBC Wind Loads VerTech Engineering (UBC CH16 DIV 111) Project: Hiralez Residence Date: 8/21/2006 Comments: Wind Speed: 75 mph Importance: 1 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -19.9 Exposure: C -22.4 7:12 to 12:12 -19.9 19.9 -21.2 21.2 21 One Story or Partially Enclosed Multi-StoryStructure Partially Enclosed Slope <2:12 -26.1 -27.8 -29.3 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 12.3 13.1 13.8 Leeward Wall -7.7 -8.2 -8.6 Roof Leeward or Flat Roof -18.4 -19.6 -20.7 Windward Roof Slope <2:12 -18.4 -19.6 -20.7 2:12 to <9:12 -21.5 4.6 -22.9 4.9 -24.1 5.2 9:12 to 12:12 6.1 6.5 6.9 > 12:12 10.7 11.4 12.0 Wind Parallel to Ridge -18.4 -19.6 -20.7 Method B On Vertical Projected Area Structure <= 40' High 19.9 21.2 22.4 Structure >40' High 21.5 22.9 24.1 On Horizontal Projected Area -18.4 -19.6 -20.7 Elements and Components not in areas of discontinuity Wall Elements All structures 18.4 19.6 20.7 Enclosed and Unenclosed Structures -18.4 -19.6 -20.7 Partially Enclosed -24.5 -26.2 -27.5 Parapet Walls -19.9 19.9 39.7 21.2 -22.4 22.4 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -19.9 -21.2 -22.4 7:12 to 12:12 -19.9 19.9 -21.2 21.2 -22.4 22.4 Partially Enclosed Slope <2:12 -26.1 -27.8 -29.3 2:12 to 7:12 -24.5 12.3 -26.2 13.1 -27.5 13.8 >7:12 to 12:12 -26.1 26.1 -27.8 27.8 -29.3 29.3 Elements and Components in areas of discontinuity Wall Corners -23.0 18.4 -24.5 19.6 -25.8 20.7 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -35.3 -37.6 -39.6 2:12 to 7:12 -39.9 -42.5 -44.8 >7:12 to 12:12 -24.5 -26.2 -27.5 §ope <2:12 at overhangs, canopies -42.9 -45.8 -48.2 VerTech Engineering Project: Hiralez Residence Page: Engineer: CMR Date: 8/21/2006 Desian of: Shear Force Summary Wall Line Wind Shear Seismic Shear Controls Roof Level A 3508 4968 Seismic B 4106 5679 Seismic c 598 711 Seismic 1 4784 4968 Seismic 2 299 711 Seismic 3 299 711 Seismic 4 4784 4968 Seismic PROJECT 41FAUES. PAGE VERTECHENGINEERING ENGINEER nm oe- DATE DESIGN OF "W'S H Vr k --v kk L) 44C PL�-( tl.IbjL-kT> Ar lz_ -TC:%-- OF WAL.-L PROJECT 4I?-4UEF!a VERTECHENGINEERING PAG . E -�) ENGINEER CLAA09- DATE a 1-06 DESIGN OF m AM AecA 2 ul'� fv- F., 2-15�. -7 06,�- V W33 T-11 PROJECT - ENGINEER VERTECHENGINEERING PAGE 14 - DATE DESIGN OF cul- OF PL."we: 6vOOTvD &L'us :7;"z "Os" 7 f.,P 8 -0 2. tA 31 A (6s / V CS7T't O%AA-M 1?,E- i 01::� i ,.-G STUEL- lw�, - 1-2- -3 -7, 11 ( �,. e>', N� � V V. L'. I.-A5v5 r,--ko�, 4ra- 1, -1,1, �— = 2, 1, L, p6cl o�co i o -5-2-11 31 I!>( 3-z")C 14 OSO 4 5; A7— 0 , (, 00 0-1 6t 000-1 /4 -O'c' PROJECT �ir2Ate.?- VERTECHENGINEERING PAGE \ 5 ENGINEER DATE 5- -?-1 -0t, DESIGN OF ?W�V=_ e�Bw c lc,, -O, � = o 4 If, F-roTA L. = 1192-4/fL Iloofs PROJECT - ENGINEER DESIGN OF VERTECHENGINEERING ovr- 12-y- f�— A. 13, AT- B2� ob.c. LDAD /A,, 6 of, opi b. 4. -27� -PPl,3SSC-3 ,h;=r D.C. PAGE DATE C,o. uSiE A3S A -r 4�A TPjsc4 –ib .10 2�e- 4 5] ' V �, 4 A,B, A -r . L -e 1P Wbod r, MI. s . ........ SO"WARZ F0JV:W600'0ajQV Design Check Calculation Sheet Sizer 2002a I LOADS: ( lbs, psf, or plf ) PROJECT Hiralez Residence 06-200 Beaml Load Type Distribution Magnitude Location [ft] Pattern iLoad? Shear 1075 Total Start End start End 2351 Loadl Dead Full Area 18. 00 71-2. 50) - Length N Load2 Constr. Full Area- 16.00(12.50)* L/360 lNo MAXIMUM REACTIONS (lbs) and BEARING LENGTHS tin): 01 N 1 n. -O'. Dead 1276 value 1276 Live 1075 Shear 1075 Total 2351 106 2351 Bearing: 1.0 917 1.0 Length 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 -113C; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and in) Criterion Analysis value IDesion Value lAnalysis/Design Shear fv @d = 5 ' Fv' = 106 fv/Fvl = 0.54 Bending(+) fb = 917 Fb' = 1687 fb/Fb' = 0.54 Live Defl1n 0.10 = <L1 " 99 0.36 = L/360 0.27 Total Defl1n 0.27 = L/485 0.72 = L/180 0.37 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 FV' = 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - El = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 6319 lbs -ft Shear : LC# 2 = D+C, V = 2351, V@d = 2005 lbs Deflection: LC# 2 = D+C EI= 628.73eO6 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection.' (D=dead L=live S=snow W=wind 1=impact C=construction CLd=concent rated) (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. �11� Iz n_' i 3 a_ Q = � ` � _ �- --- � � Q u K A NS 191, Kee J- ALEL / N.9 m K A acapce �IieALEZ- C�LOMEJZ ELECTRICAL, MECHANICAL, AND PLUKONG CONSTRUCTION ( NOT PLAN'CHECKED ) SHALLCOMPLy WITH CURRENT EDITION "OF MEC, UMC AND UPC. MR, NQTE: cf,"', o I �Pages 0 4 -,:;� -717 n -i c, f3U TT*E COUN I i -ALADING DEPARTME�,�- &P P R v V hw7 A,5;Lh &?I er� 144 ELECTRICAL, MECHANICAL, AND PLUKONG CONSTRUCTION ( NOT PLAN'CHECKED ) SHALLCOMPLy WITH CURRENT EDITION "OF MEC, UMC AND UPC. MR, NQTE: cf,"', o I �Pages 0 4 -,:;� -717 n -i c, f3U TT*E COUN I i -ALADING DEPARTME�,�- &P P R v V hw7 A,5;Lh &?I er� -- T,. 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Z% �o.DE CORAfI`JE FILg; (A,Jo1,HEADER2PLICF v ,I r?-G'/OJAl3 EAtN JiDE Tc".vc b 41 ILS/ce 2-N/o srHs K/✓Ec __ z .rjJms C� _ �13RnLE \ 14 DETAIL 'C" ,,-TG'dING : �� 2- 19 SM3 EA<N SIDE G7• ,674L ­1f jTKUT , L /z s3"x,010 AL . 1. Gc' I 36o1 -n-'6 fL. 3.00' 'OCW -N31 'R/oGE fXn1 ROIL. FORMED HEAD ,�8 lYP z �R /�'=o o,q' TP GT nFL F„t,N - iANEL - i'qc/A /�. \ AEavl (ALUMINUM 3004 H-361 _SPLICE BOLT LOCATION - (\ j1'� 'Y'HEA ER SPLICE DETAILS ( F ,C' USE wrrN A<YEX✓i.7 �d <YJ FAc+A I� 6,/J'oR a ,E ST UCT 21[ PwNEL$ U l +f«l F --312 51L. CoL. Negce.rc >YAL _ JR i. q L i V ,o FI A+ y ` -� t COVER PANEL''t 6" PANEL 0.020 9CJA p \----- 13" PANEL 0018" ;ERE _ --B=PANEL 0.018' M -- - l -' 146w C I4 6 PANEL 0.020' Gnc ✓ANr2FP off a„YTEU fYaTN A V//JyL /2.I .9Z 0, L GA<uMNJ ANO CON,VE -40 f/s d£ O.OtQ'•rN/u. ASTnr-A>1E,.�¢oN-/ 13' PANEL o.ola" PANEL JOINT CONN. NJ/Nam UM. .... 3JwRa JTEfL CO<un .TN 8E o.osS" 33 TN/cN .urw, .-si3, Fy � 33r-r,AN ✓r +. ! 15"PANEL I OC ia'• ALTERNATE "S" ( /f y':.3"STEEL C/rANNE< f,YALC OE /9 G-+ar ,v<r<J 3 %z 7✓OYL. uJG rJr sE v «e) AFy =S✓xJI MaN.nrum. 9. T/rJ A-oJ5 - A LT E R N AT E g FOR OUY« N /G »'J rN TA- 3%COLUMN /S B"RGCAN dennn 'r'F c u.r<u 9Y A«,a,v /Ju/nr n, Cn/zP, /E/+ ICCs ReSE,rn cr ,ffVr"r <G. bur i /C, FAC/A'NE UfrJ':1"gNp'Q"SPL/c55 J'N .< BE SY'ANJ . F�/•r i/ANl (ASTM A-513-76 Fy`33KSI) LoSglEn rYOTCCnJe/trO�E/ry oF� �/�r'N_F"a,u<:r so'r 22'-�"'+✓sr TNZ rE ' F<R.- JN YF'/L'k E•'Wf+N. /✓OTC; FoR �. ca Tn F,v<../ NE"aEx •A"ax!- I•S � "NdJi SEE ,¢c rEXNATi 'iI"4.0/J. PUCEoU nEx E TING SLA/Sa Ca G llAltz "11 co< um," N TJ RNo /rR,N/Aiva.+ Fnn TrN6 Ox/YMS: 20'-0' PLAN -PRovIJen /-ve, Fiac<A HEADER - PRa'rIN ER<N j/EAOSR aY C TINT. EG J - Jrz<c<<-r 7' z / :F --/T✓slwcc ysNrn<7 � q Co<uraNS "W" ��TI 9 I A HE,JOSR -� I No sv<r<c. l R/GSE .BEAM PCG � �R m rVJ EE P -- - l -' 146w C I4 20_01' srnu �G EroX�rmE I Z -///O STI>S %//pSnrJ F/GL / EN<H SIDS R/occ (et s'L') , ALT ERNATUD" CABLE FILL-IN DETAIL! I CEIV RAL NOTE: /, .7LU.N+Nun>Ods/6N PR "FJcunr,num c'pNSlauc r+oN Acr, Z. r AS n,v �N OR MEJ/UA/ T I f LATEkNC Scx r /SG N F. J. STEEL P ATdz To AE 11-1 111 , Fy = J6 Ktr n.,..•,rv..w/. J_- Bous ro <'c AsrvR A -J0>. -1. CON<RErF n< N C-' 28 Or,Ys C000 PJJ. W J k PER .Bach o/ CGMENY. J r91 reN...e/ ro eE Sra/N<eJs, CAo PA -r,> VR j Glc ✓nN,zr p. Ac.�n+,.vv�a .<QLTJ T dE foCv -r7. II 6. DEJ+<N Gor+u:: Uive� rep = /p <R!/sa1.Faor 2x All, - / Hq vE A, /1" <✓/Jy ,Gi6 I /\ _LLNL f9CIA .M1.1.mrE B. STt ueTL'Rir" S//A«c Nor de' E/✓C L_o.:ep. 9. PR•v/GE aL'/G Q M/r::Y U,H D•vra+z/ovT r,u' F.)</A 1 FEh'E4C>>!9pp }'G.Foor of Roo<NRsn Fa,e 1 STE-L S.Y.111 1/11E O.ve COHrol OF 2<NG C%1Rnm+t/t4 PA/NY % .V FEDd2A( S%'EC. TFP-L1S J/. SrrEc p Aras a <<..,.,,✓s sNn« e�- pP --�- --- - 3'SFG, � CUM/+ Gnc ✓ANr2FP off a„YTEU fYaTN A V//JyL /2.I .9Z 0, L GA<uMNJ ANO CON,VE -40 f/s d£ O.OtQ'•rN/u. ASTnr-A>1E,.�¢oN-/ NJ/Nam UM. .... 3JwRa JTEfL CO<un .TN 8E o.osS" 33 TN/cN .urw, .-si3, Fy � 33r-r,AN ✓r +. ! /NJrAL< V-xTrtw[ ( /f y':.3"STEEL C/rANNE< f,YALC OE /9 G-+ar ,v<r<J AFy =S✓xJI MaN.nrum. 9. T/rJ A-oJ5 /S B"RGCAN dennn 'r'F c u.r<u 9Y A«,a,v /Ju/nr n, Cn/zP, /E/+ ICCs ReSE,rn cr ,ffVr"r <G. bur i /C, FAC/A'NE UfrJ':1"gNp'Q"SPL/c55 J'N .< BE _ _ Iz'KG"ST<.dAR. it LoSglEn rYOTCCnJe/trO�E/ry oF� �/�r'N_F"a,u<:r JJJ TNZ rE ' F<R.- JN YF'/L'k E•'Wf+N. /✓OTC; FoR �. ca Tn F,v<../ NE"aEx •A"ax!- I•S � /7 by AL TERJ/Are '19' IVH: NE FOo'riN6s ARE TO 2d SEE ,¢c rEXNATi 'iI"4.0/J. PUCEoU nEx E TING SLA/Sa Ca G llAltz "11 END n n ��,ry EcaN+�.'r Fr'E s,'n </ eEF causo ..un.reELEVATION ✓ ,„N � NN,,.,Xw, aEax,,,� u. -- • ' I O 6':sYL, DA2 ,U' I /OCE COVE.! PANEL_1 N ETC SCAY. T - SQ SQ. d qN° � sEE SCNEOULF L r- _ _-- ELEVATIONF" flLTE aYn TE '- FAcra "S KNEE DEBRACE NEAOEB T.JL C"(At KNEEBKa3CG SCHEDULE FOR ALTERNATE C' _ I COLUMN HEIGHT HAD F00'fING DEPTH 'd COLUMN 0/ O 1NG DEPTH d©- HEADER"A-HEAUEFlB" HEIGHT HEADER"AHEADERB ADMIRAL AWNINGS, INC. 8'-0 1 26" 1 26" 9'-71 2.1 Z3" - --- - - 7400 N. DAL`! 57., ANAHEIM, CA. 9806 SIDE ELEVATION Il re " ALTERNATE "C"`'TANDARD MOBLEHOME ACCESSORY STRUCTURE --- ALTERNATE T' FREESTANDING-IOLB/SQ.ET. _---- -ID-258 AA -169 13 STRUC T URAL PANEL (ALUMINUM 3006-H39U FOR STABILIZER CLIP AT SPLICE SEE NOTE 13 - TIGHT FIT' - HEADER 3 _- 12" SPLICE FITS -INSIDE OF HEADER AL 1,1. 60.1-T5. .oa" YP. SPLICE BOLT LOCATION EXTRUDED HEADER "A" SPLICE DETAIL STABILIZER CLIP CONT. SEE NOTE 13 ox STRUCTURAL PANEL -� 0")3" OR IR" WIDE #i0 SMS R M", Eli-, R 9" 0.D o I F•''5 .063" /moi :05,3" ,125'1 I� R" 3. GG,. EXTRUDED.HEADER 'A" (ALUMINUM 6061 -Tb) DOTTOM FLANGE CORNER BEAN l HEADER BEARING ,,'ISMS 'il 13" OR 15" " "O.0 I t5 ♦ RD 725=, Rte. 15" Y O° q". .O'• O I R=. FOR b1AXIMUM I OVERHANG SEE R .ti �° �@ 90 � 2z° T�� R=Pt S' 55 7d, R=•2" R= 25" 2 -TUBE COLUMNS " 0.01 M'• ALUM. 3003-H'74 6 T)T, ,.0 DECORATIVE PLATE, PAINTED YP. P. YP• EOR t QEE ,SCHEDULE OR ALT 3" SINGLE IN/21Z;/SQ.'FT,- HAS RcO.983" IA CHER ED M EE EASTAMATPR ROOF COATING, MAY RE SPRINKLED 18 STRUCTURAL PANEL '.4/ZOZ. /SQ. FT. OF MINN. - X10 SKS e" R'• D'.Nc CO." TONE GMANOLES. --� (ALUMINUM 3006-1-1391) STABILIZER CLIP CONT. SEE NOTE 13 ox STRUCTURAL PANEL -� 0")3" OR IR" WIDE #i0 SMS R M", Eli-, R 9" 0.D o I F•''5 .063" /moi :05,3" ,125'1 I� R" 3. GG,. EXTRUDED.HEADER 'A" (ALUMINUM 6061 -Tb) DOTTOM FLANGE CORNER BEAN l HEADER BEARING ,,'ISMS 'il 13" OR 15" " "O.0 I 3--X,4 SMS OR '/." BOLTS EACH SIDE SPLICEI„ R= " ,1875 �II ALUMINUM . GMCERS tr'OR 9" L01'!G 0.95" 6.00" R=.125" R..125" 3.0" r N 1 0,02' HI -SIX STRUCTURAL PANE (ALUMINUM 3006-H 391) TM,41 NOOD_SCRETlS E t" O;,C. 10 SMS 6.,, 13" OR 61- 2410 "2-X10 SMS THROUGH MOTH ' I"DS OF AWNING ,- RAILANO HANGEr HANGER (ALUM. 6063,-T6) ,6 5 z-A1o. s"s ro f' I • 1 ATTACH TO CGL. _ ' - FIX CONN. TO "- Ali' C/,0 13 .IR 9•• •Cy o :110 ter.{S e 6> -ROLL FORM[D -- -- ,I ?-- 4,TIISMS EACHOSI OE vG., FIEADER TO COLUMNEAOER• CONNECTOION BRUS ACKET L 2h" L' N 'o o ::?.10 1 OCD .SCR ll� n 6"0. ru ry HEADER R X5 SM5 " 1 ¢ ,3" oR 9" O.C. Imo.. -I CONNcCTOR +o SM e 6".6X•' - 0,012' NOTE: WALL "t"^0,07" (ALUM. 6063-T6) R= ,,nQ•• t=O.OG" 0.033"t ROLL FORMED - OR 9"'O.C: UNLESS NO E NP. HEADER SPLICE, TIGHT FIT 9" - - - - - _ ' 10 BMS [✓ t", 5 " 37 •' INSIDE OF HEADER. 9•• EXTRUDED I-IE-ADER C PLACE XD. Gh1S _ N OR C. O.C. EACH SIDE OF SPLICE THROUGH Al'JtJING 1 ALUM, 3004-H3t (ALUMNUM 6061,-T61 PAIL b EACH END, pl __I •y-`b-o.� "-- F=1•' _ 0.0]4" �r STRUCTURAL PANEL 6i - 002^' 5/0" c I 13" OR 16" 'a!IDE � ' � I ... O,Ot2" FORMED HANGER ^' t=0.032" '•C" HEADER DOLT YP• 4-X" BOLTS OR X14`MS. 0" ROLLF ME GER T / w __ _ _ _ 3-�j14 SMS�OR 7.^ BOLTSALUMI 3004 -H 36) EACH SIDE OF9"O.C_1_ SPLICE. ALTERNATE CANTILEVER "C" HEABER.SPLICE ALUM. 5061-T6 .FADER "r-" GEA" R=0 OB" TIGHT BIT_INSIOE •'C'! HEADER ( ALU", 6061 -T6) y 11/1.^ NR• ROLL FORMED HEADER °CII -LEADER SPLICE DETAILS Y" SQ. ^LBh' °p`' StOTYED HOLES SPLICE ALL PARTS CANTILEVER HEADER DETAIL Drl zzNc PLATED -t SPLICE - .5.75„ '(ALU"INU!A 6061-T6) PL^ A_N . 2.675" 75" , ,/z"'0,060 _ '--Q. O�•� 3/4^ T 112^,2-5/16- 17 -5/,d^� E n t o I - GROL'NDLINE _ _ + STEEL � n O O EARTH O Tn B /5' L. R' , 2 = ANCHOET _ 2.375,• . 52 `. 62E,11 , •p. 1-0 ,o ELEVATION SECTION 4" h,� i„ -J 5/1b" DIA.ROLL FOWED HEADER BINSTALL _ �COLUMN SHOE 1t" NE RTICAL - 3/16" '� .' (AST"~�A3i STEL) SPLICE MOLT LOCATIONAK=',4" 3/Ic 3o (ALUMINUM 3006-H391) N - .,. ,•• _ITo'"'ti"•,••_...-----' 'ls" it Lrr>-�LI R. sn o'•x z '1/z^ [A, .0'. r ANO 11/16" TVP. . I x.125" A-3fi' 1 1,Mf^ 2-5:10":(, 1/4^ I;RGMS M 24„ 0•C• 2 D„ 2Q„ 2.Dp„ A. B.CHAVCE EARTH ANCHOR = _ t SLOTTED HOLES, 4" CIA. 9 GA. STC. EARTH 'I - - AS Tht A.... ANcH U L I A I I- I• L).. c - .]5" FOR HIDIXIAA.I Y: ry n BRACKET n 0 L. TGA.(.it•') I STRUCTURAL PANEL BRACKE i HELIX ExxsTlNc rv1oBILE HIQ�:e DECORATIVE FACIA T SHE ICI cR CLIPS TYP. ° A. B.CHANCE IE,ARTN TO A.&C ANCA ANC CONN. j w�, Y O,I A Q ATE COLUMN DETAIL "B" 3" ALT. COLUMrJ ry 052' L PANEL JU. 1"761 TFPaOLD BOTTOM RE ANCHOR COL. C01•. J�!I 1 ' 2.0' •2O,• OR 3/B^ PHILLIPS SEE scHEDUL: E p. ANCHORS AK TyP, RED HEAD SELF �rOR "A" PRDJ /CLIP FOR HIsIX ,A M1-ifDSMS DRILLING ANCHORS ,1 JI CN EXISTING hSOBr LE TYP. CLIP FOR 6 inn TOP COON. 2 EACH SIDE. TYP OR EQUAL---�. BRACKET - HOME f > (' CHANNCL TO A ' R D Nn - STD. ON -51- CONIJECTIONS. - ^'• GROUlJDLINE' SIDE FACIA YP. o + / DETAIL "C" iiE TU6E• 3003- : nC NO -/ 3" ALT. ALUM) CGL. STABILIZER T6 LIPS ( A�ER'4) TY!', 1 U>COLU.111 II' _ DECORATIVE SCROLL 2%"x2%"x)i", GR�JU;IDLINE �. ALY.C�L.rTV I'D CONNECTION HELIX- r' COLUftN SHALL RE - 1.5` 7 3.0" Ort k4 -DIA 9C-h•(.7M") DETAIL "A" PLACED AT ■EGINNING / OF C1. REO CORNER STRUCTURAL I ! 1 c NAY BE 3" OR 0" _ _ .'ALL PARTS ZINC' PLANFOR MI TCRED CORNER CORfJ[R REAM L J PHILLIPS RED HEAD SOLID UECORATIVE PUTED M1 PANELS III - vNi "-o CORNEROBEAhI O PHILLIRTLRRE GS I� FILL. 2':"x2S�"x3/,6"x1'-3" 0 2 (R �TE4fl 4. p3RET IYTS=04K1. - � II � . NOTE: USE MITER It�/SAFETY STAKE '3/16" 10.. HE' o Tfi=48KR2. DETAIL "D^ ANCHORS. -� BENT R_ --) C TYP TYPS' �RTv'4" NOTE: MASCO ANCHOR^ MAY tE DIED IN 'rHE FOLLOWING -� PLAN FOR CORNER BEAM „6' SGIL NPE3 SANEA GRAVEL, GRAVEL, SAND, SILTY R.R"x,G"x'/."� =0.025" OR SAND CLAYEY SAND SILTY GRAVEL CLAYEY GRAVEL OR 2-,i'145MS FOR "C" HEADER 2-%" MOLTS COLUMNS NEARING SEAT NOTE: PLACE COLUMN AS SHOWD AT ENO OF HEADER CEA:A DETAIL "A" , "A" HEADER LO"Ao lfJ" HEADER IF TL, 2-%" i,I TS OR #14 SMS 12" I FOR C" HEADED HEADER DETAIL SZ H, �- STD. HEADER SPLICE :ATL. ATTACH i0 HEADER, CORNER SPLICE )IN WHEN ENCLOSED SHALL RE rl ON. SPECIAL INSTRUCTIONS IT PANELS ARE USED: 4 PANELS/SKYLIGHT LENGTH• MAXIIAUt. ION. - METE EGHT PANEL(15"STRUCTURAL ENCLOSE IN 3.6X PROJECTION. LENGTH EGHT PANEL/2-13" STRUCTURAL SHALL t• 3TH.3.6 X PROJECTION. .PROJECT t5 d R=.1 FOR b1AXIMUM I OVERHANG SEE R 15 SCHEDULE SEE SCHEDULE R ,726 2 -TUBE COLUMNS " ' EOR t QEE ,SCHEDULE OR ALT 3" SINGLE RcO.983" TYR, STANDARD STRUCTURAL PANEL (ALUMINUM 3006 FI 391) 1STABLIZER CLIP,CONT. 6" STD. STRUCTURAL PANEL ALUM, SLIDE 90LT5 0 I p•c 3--X,4 SMS OR '/." BOLTS EACH SIDE SPLICEI„ R= " ,1875 �II ALUMINUM . GMCERS tr'OR 9" L01'!G 0.95" 6.00" R=.125" R..125" 3.0" r N 1 0,02' HI -SIX STRUCTURAL PANE (ALUMINUM 3006-H 391) TM,41 NOOD_SCRETlS E t" O;,C. 10 SMS 6.,, 13" OR 61- 2410 "2-X10 SMS THROUGH MOTH ' I"DS OF AWNING ,- RAILANO HANGEr HANGER (ALUM. 6063,-T6) ,6 5 z-A1o. s"s ro f' I • 1 ATTACH TO CGL. _ ' - FIX CONN. TO "- Ali' C/,0 13 .IR 9•• •Cy o :110 ter.{S e 6> -ROLL FORM[D -- -- ,I ?-- 4,TIISMS EACHOSI OE vG., FIEADER TO COLUMNEAOER• CONNECTOION BRUS ACKET L 2h" L' N 'o o ::?.10 1 OCD .SCR ll� n 6"0. ru ry HEADER R X5 SM5 " 1 ¢ ,3" oR 9" O.C. Imo.. -I CONNcCTOR +o SM e 6".6X•' - 0,012' NOTE: WALL "t"^0,07" (ALUM. 6063-T6) R= ,,nQ•• t=O.OG" 0.033"t ROLL FORMED - OR 9"'O.C: UNLESS NO E NP. HEADER SPLICE, TIGHT FIT 9" - - - - - _ ' 10 BMS [✓ t", 5 " 37 •' INSIDE OF HEADER. 9•• EXTRUDED I-IE-ADER C PLACE XD. Gh1S _ N OR C. O.C. EACH SIDE OF SPLICE THROUGH Al'JtJING 1 ALUM, 3004-H3t (ALUMNUM 6061,-T61 PAIL b EACH END, pl __I •y-`b-o.� "-- F=1•' _ 0.0]4" �r STRUCTURAL PANEL 6i - 002^' 5/0" c I 13" OR 16" 'a!IDE � ' � I ... O,Ot2" FORMED HANGER ^' t=0.032" '•C" HEADER DOLT YP• 4-X" BOLTS OR X14`MS. 0" ROLLF ME GER T / w __ _ _ _ 3-�j14 SMS�OR 7.^ BOLTSALUMI 3004 -H 36) EACH SIDE OF9"O.C_1_ SPLICE. ALTERNATE CANTILEVER "C" HEABER.SPLICE ALUM. 5061-T6 .FADER "r-" GEA" R=0 OB" TIGHT BIT_INSIOE •'C'! HEADER ( ALU", 6061 -T6) y 11/1.^ NR• ROLL FORMED HEADER °CII -LEADER SPLICE DETAILS Y" SQ. ^LBh' °p`' StOTYED HOLES SPLICE ALL PARTS CANTILEVER HEADER DETAIL Drl zzNc PLATED -t SPLICE - .5.75„ '(ALU"INU!A 6061-T6) PL^ A_N . 2.675" 75" , ,/z"'0,060 _ '--Q. O�•� 3/4^ T 112^,2-5/16- 17 -5/,d^� E n t o I - GROL'NDLINE _ _ + STEEL � n O O EARTH O Tn B /5' L. R' , 2 = ANCHOET _ 2.375,• . 52 `. 62E,11 , •p. 1-0 ,o ELEVATION SECTION 4" h,� i„ -J 5/1b" DIA.ROLL FOWED HEADER BINSTALL _ �COLUMN SHOE 1t" NE RTICAL - 3/16" '� .' (AST"~�A3i STEL) SPLICE MOLT LOCATIONAK=',4" 3/Ic 3o (ALUMINUM 3006-H391) N - .,. ,•• _ITo'"'ti"•,••_...-----' 'ls" it Lrr>-�LI R. sn o'•x z '1/z^ [A, .0'. r ANO 11/16" TVP. . I x.125" A-3fi' 1 1,Mf^ 2-5:10":(, 1/4^ I;RGMS M 24„ 0•C• 2 D„ 2Q„ 2.Dp„ A. B.CHAVCE EARTH ANCHOR = _ t SLOTTED HOLES, 4" CIA. 9 GA. STC. EARTH 'I - - AS Tht A.... ANcH U L I A I I- I• L).. c - .]5" FOR HIDIXIAA.I Y: ry n BRACKET n 0 L. TGA.(.it•') I STRUCTURAL PANEL BRACKE i HELIX ExxsTlNc rv1oBILE HIQ�:e DECORATIVE FACIA T SHE ICI cR CLIPS TYP. ° A. B.CHANCE IE,ARTN TO A.&C ANCA ANC CONN. j w�, Y O,I A Q ATE COLUMN DETAIL "B" 3" ALT. COLUMrJ ry 052' L PANEL JU. 1"761 TFPaOLD BOTTOM RE ANCHOR COL. C01•. J�!I 1 ' 2.0' •2O,• OR 3/B^ PHILLIPS SEE scHEDUL: E p. ANCHORS AK TyP, RED HEAD SELF �rOR "A" PRDJ /CLIP FOR HIsIX ,A M1-ifDSMS DRILLING ANCHORS ,1 JI CN EXISTING hSOBr LE TYP. CLIP FOR 6 inn TOP COON. 2 EACH SIDE. TYP OR EQUAL---�. BRACKET - HOME f > (' CHANNCL TO A ' R D Nn - STD. ON -51- CONIJECTIONS. - ^'• GROUlJDLINE' SIDE FACIA YP. o + / DETAIL "C" iiE TU6E• 3003- : nC NO -/ 3" ALT. ALUM) CGL. STABILIZER T6 LIPS ( A�ER'4) TY!', 1 U>COLU.111 II' _ DECORATIVE SCROLL 2%"x2%"x)i", GR�JU;IDLINE �. ALY.C�L.rTV I'D CONNECTION HELIX- r' COLUftN SHALL RE - 1.5` 7 3.0" Ort k4 -DIA 9C-h•(.7M") DETAIL "A" PLACED AT ■EGINNING / OF C1. REO CORNER STRUCTURAL I ! 1 c NAY BE 3" OR 0" _ _ .'ALL PARTS ZINC' PLANFOR MI TCRED CORNER CORfJ[R REAM L J PHILLIPS RED HEAD SOLID UECORATIVE PUTED M1 PANELS III - vNi "-o CORNEROBEAhI O PHILLIRTLRRE GS I� FILL. 2':"x2S�"x3/,6"x1'-3" 0 2 (R �TE4fl 4. p3RET IYTS=04K1. - � II � . NOTE: USE MITER It�/SAFETY STAKE '3/16" 10.. HE' o Tfi=48KR2. DETAIL "D^ ANCHORS. -� BENT R_ --) C TYP TYPS' �RTv'4" NOTE: MASCO ANCHOR^ MAY tE DIED IN 'rHE FOLLOWING -� PLAN FOR CORNER BEAM „6' SGIL NPE3 SANEA GRAVEL, GRAVEL, SAND, SILTY R.R"x,G"x'/."� =0.025" OR SAND CLAYEY SAND SILTY GRAVEL CLAYEY GRAVEL OR 2-,i'145MS FOR "C" HEADER 2-%" MOLTS COLUMNS NEARING SEAT NOTE: PLACE COLUMN AS SHOWD AT ENO OF HEADER CEA:A DETAIL "A" , "A" HEADER LO"Ao lfJ" HEADER IF TL, 2-%" i,I TS OR #14 SMS 12" I FOR C" HEADED HEADER DETAIL SZ H, �- STD. HEADER SPLICE :ATL. ATTACH i0 HEADER, CORNER SPLICE )IN WHEN ENCLOSED SHALL RE rl ON. SPECIAL INSTRUCTIONS IT PANELS ARE USED: 4 PANELS/SKYLIGHT LENGTH• MAXIIAUt. ION. - METE EGHT PANEL(15"STRUCTURAL ENCLOSE IN 3.6X PROJECTION. LENGTH EGHT PANEL/2-13" STRUCTURAL SHALL t• 3TH.3.6 X PROJECTION. .PROJECT S-I�I iER BEAM COTTON! FLANGE DETAIL"B" 2-%" BOLTS EXISTING MOMILE COL. ATTACH ^ CORN TO BOTTOM OF r CORNER BEAM Mr-Yf11I IIANGEW- URAL PANEL. N SNF NOTE: MINIMUM LENGTH Ili" n C WHEN ENCLOSED 2.4xPROJECTION TYPICAL ALL - < STRUCTURES xOQ / O PROVIDE 1 DRAINSPOUT PER EACH 200 SO. FT. OF AWNING - NOTE: COLUMNS MAY RE ATTACHED DIRECTLY TO A 3%" MIN• THICKNESS CONDITION FRONT VIEW FOR FACIA ANOCAPPROVED' BYNTHEMETE GO ENFORCEMENT (� AGENCY OR TO A 20"x20"x20" HEADERS IA1, BA AND //C1 CONCRETE FOOTING NOM SAFEN STAY.E. ALL COLUMNS Tp DE VERTICAL. TYPYCAL ALL STRUCTURtS _ I COTTON COiIrJ' . .. CLAY, SANDY CLAY. •SILTY CLAY AND CLAYEY SILT. • 2%"x2'/,"x:it 1fi" CHANNEL NJ1TE: COLUMNS - +TOTES FOR A".B, w4NCE ANCf10Rs T • II - SAFETY ST K AY SE TRIMh1FA 1, EARTH ANCHORS $SHALL OF FED ALTERNATE ANCI10R5. �J + A' `E r/FLEX_ALUM FACING 1•' 1" 1'• MANUFACTURED Mr A. G: CHANCE CO. 0.06" ' -�' -- NAILIN ANCHORS. 3, EARTH ANCHOR rDEL AN DEL AK'2 (� /' EARTH ANCH� 0.042" I 1.562 �I C.052 2 COLUMN (CONNECT 2. STEEL MATE It :HALL HAVE "Y,- ,ALTERNAI E COLUMN 35 KSI i1INJ; YIELD STRENGTH. ..D6" K[_, C_0_ L_U_ MN DETAILS `•"�+...._ ---(A�WINUM -3oo- Huh)- ALL PARTS nONSrIIZED. 3. SOIL CONOI'PIOTJS OE;FINEO AC: R=•, 5•• - - HEAOEI3 GOOD 501 !- O:!PACT 'n'ELL- CHANNEL CONNECTOR O:a GRAVEL, HARD BOTTOM FLANGE HEADER CLAY, '.TELL dRhDED SAND �- (ALUM. 6063-T6) BCL _ COARSE SAND, - ' XM. SMS SPACING FROM' MIM••HEIGHT x.,03" THICK 91 L. -- - - ME NUN COMPACT S NDY L r.,•�ro.AGF 5 L f,OMPA�T FINE GA^1D, 3.00" OE COLUMN TOWARDS EACH -C#0 OF _ _ _ _ AD -1 2i: DOLTS LO AH A FOAM, COLUMN: 1 SPACE 0 1t",THEN L� POOR SOIL SOFT CLAY: CLAY LO 5" .5" 1 SPACE 0 12",THEN �i I -'!" DOLT OR 4-3" SMS fS(TRL�Q 1;ACTED SAND. CLAYS 2 EACH SIDC ," CONTAINING LARGE AMOUNTS OF SILT, 2 SPACES © 9",THEN 4, EARTH ANCtS1,R5 St ALL !Oj DE U ED MITER BEAM 4 SPACES O 6•' IF - - COLUMN CLEVIS REQUIRED MY LENGTH OF -- -F IN THE FOL OWIN ;OIL TYPES: ALUM 3003-Nt6 (ALUM. 6061-T6) COLUMtt. DOLTS CANCOMPACT .FZ LL 4005E FINE o � R-O,OR" _ , PER COLUMt-0.0N LAND WEIR Y A D SATURATED 6 .032 - 'ir TUBE. t=0.0.30" 0.094" + 5. USE ANCHO ^CAS IN AVERAGE SOIL. IL r �? c• y,,. TYP, " - USE ANCHOR AK2 I\ POOR AND GOOD I'QSMS M 0", 13" OR 9" O.C. �_ --"ii COLUi•1tJ TURF. 2.25". 2,p• SDI L. STRUCTURAL PANEL MITI BEAM - OWMIl _- 2j - -/ 3�,AY TYPICAL TOP AND BOTTOM TOM •)�'�y, GENERAL Nores: j� /1 I 1 Ut M OE ISN ,PEP AL JNIhU'1 CONSTRUCT -1 ALTERNATE COLUMN CONNECTION "A `UAL OF ALUNIITUM ASSOCIATIOM1 1 ] DIT!ON ,ry 2 SOIL MAY F ANY:NATURAL SOIL OR C. L: UNITIZED COLUMNS 0 TO COVPACT FILL' AL-WAELF SOI ,.,;A.- NRSlIS T 6'., B%" OR 9" O.C. 3 3-li 6 ALUA1 N M) ING PRESSURE _"{ o Q' X00 LR/ EQ. FOOT. > 3. STEEL_PLATES TO'.HAVE A FY=3EKSI,'A5TMA-C. STRUCTURAL PANEL TO MITER MAXIMUM HEIGHT=12', FOA 6"HISIL 1 10'• __.. STEEL EB _T6 TO- QE ASTM A-30] BEAM ATTACHMENT FOR 13"'PANEL 0. 5" 1 07"O4 5" III SIX n - -,_-, �� -� Q,g OR 13" PANEL i C KCRETE STREW T, - 2t DAYS XCEE LP/ SQ IN,EIx 1:23:3X, DO NET EXCEED TAG.+... ATErt PER SACK CT' Y�II n3- u� 5 F £! ASTERSTAINLESS, TO RE CAD PLATED, u OR GAL11111 ZED ALIM1 MOLTS TO DE 2021 T4. 6 DCSIGN LOADS LIV[LOAtl -10 LO /SFT c STRUCTURAL PANEL-�- 0.30" �' S.�50� -UPLIFT=10 La/SQ FT- -WIND LOA0.10LD/SQ.FT. ON 2xPROJ.-AREA -_ _- _ - - -- _ _ - - HEADER - R •3" -------'INErV G UNENCLOSED oN GROSS AREA (ENCLOSED) NOTE: SEE SCHEDULE FOR SKYLIGHT PANEL CING SPSTRICTURE MAY RE ENCLOSED 1'IITH A. - A 13'•' STP.Ul4HEN USED WITH HISIX AND '/CTURAL PANELS ONLY•STATE OF CALIFORNIA APPROVED R MAXIMUM' E V L " F STRUC RAL A,NING ENCLOSHRE. QV E .AND SEE SKYLIGHT PANEL PANELS WHEN USED ImPITH SKYLIGHT PANELS SCHEDULE". - (POL'P POC-�RCSIFiOE) 1 SIL 5. EACH INSTALLATION SMALL HAVE Afl I^ENTY 2 -TURF MODEL N0, PROJECTION t,. ' URAL TAG'SHO':I ING MODEL NOMBER, SPA IJV;!B R, H L �H7 , SKY IGH / MFG NAh1E AND '9E5IGf( LIVE LQAD. R COL 'COLUMNS 4 HZ Ix PAN• --- t3"�PAfJ F.L 2-13" PANELS 9, EACH AWNIrJG 0^1 F.PON FACE OF MpGILE. SPACING OR ALT. 'NOTE: NOT TO f1E USED S-3 '" HOME SfIALL HAVE A SEPEP.ATE PER::IT. .SEE BCH- I 3"SINGLE' t4ITH MSTER OR - 5-10 -O G" 0,0 10.ALUr.12NIU'A SURFACES 79 ;aE IN COrJT, C'f 'EDUCE. i I IU.E COL. CORNER SEARS. 5-11 _ _ 2 : !It It! STEEL SHALL HAV ONE COAT OF t;C S-1 4 24 B" HROMATE PAINT PER FED, SPEC. --P '4,. Rc o, in aOR EQUAL, 'USE COLUMN'SPACING FOR ,O'P{tW ECTION USE COLUMN SIACTNG FOR 12• PROJECTION 11 STECL PLATES SHALL BEE C _ - _ PAINTED UITH A VINYL P4I1T mAL✓AJIZ FRONT ELEVATION fru'x w+. co. �. rnxr SCHEDULE - BE ATTACBD CANTZ�I-'�EK'FIETGLIF - $T'D {, •'E'• APPROVED D ,2 AIMING ENCLOSURES SHALL NOT ou,ecr o"s f+. ' PAODEL PROJECTION HEADER STRUCTURAL.PANEL "t" MAX. COLUh4N h!AX. •A' axh1A:5. 'B" h!A%. HEAD - TO COLUlnNS. . nr"•• •^r •'^I'•I•^ •• NO. TV PE 6"STC HI SIX 13" ANEL 16"PANEL SPACING P110J. PROJ. OVERHANG 13.0!AIT Sf't JJZ 4PPLIP /S7,_"A' U.A.^,ER T. c Fy'i A - -- --- - SP Ir�I r.yo'IA^�CEr e.i�J�L isn. c c i .rr ".. ,"..... �J`yy 4"'' 4x - ,5 O"FJR� AD OT1 R STRUCTURAL PANEL •• A-E R' -O" ALC 0, 0, P" 0.020' 0.015" S.O1t" t0•-6" 3'-0" N '� , ,' \/ •, c• r• _� THIS REQUIREMFNT H AOERS' 1 YSIE S LjCF • ....._ \�. MAX. PROJECTION=712'-0'i _,A -`X FtN ')r"� .K+n r.r x. m^^^n .••••m•.m f�YVjffT',,,tox JT - ---- . I....c ..M.TFRi Ai .IIAi I n_F TDFr.T SIDE ELEVATION CANS,' L „E. U 1`4 1,5,."....r 10 1979 HEADER' - ,.!' II�y�TE' Det MAR _041M 1M 9ENT SPA 40l-Ic�l IERHANG This Flan Appr.Va1 E"irc JAN 27 1986 - - 1400 111ORT14 DALV GTREET ANAHEIh: CA. 9210 /.•.ei 4/W.l IIJ .. 12-,9-77 STANDARD90 P.IL FC'+AE ACCE. SOr'- STRUCTURE ❑ X50 1 FOR COLUMN SPACING FOR b1AXIMUM I OVERHANG SEE SCHEDULE SEE SCHEDULE 2 -TUBE COLUMNS " ' OR ALT 3" SINGLE COLUMN UNITIZEOD S-I�I iER BEAM COTTON! FLANGE DETAIL"B" 2-%" BOLTS EXISTING MOMILE COL. ATTACH ^ CORN TO BOTTOM OF r CORNER BEAM Mr-Yf11I IIANGEW- URAL PANEL. N SNF NOTE: MINIMUM LENGTH Ili" n C WHEN ENCLOSED 2.4xPROJECTION TYPICAL ALL - < STRUCTURES xOQ / O PROVIDE 1 DRAINSPOUT PER EACH 200 SO. FT. OF AWNING - NOTE: COLUMNS MAY RE ATTACHED DIRECTLY TO A 3%" MIN• THICKNESS CONDITION FRONT VIEW FOR FACIA ANOCAPPROVED' BYNTHEMETE GO ENFORCEMENT (� AGENCY OR TO A 20"x20"x20" HEADERS IA1, BA AND //C1 CONCRETE FOOTING NOM SAFEN STAY.E. ALL COLUMNS Tp DE VERTICAL. TYPYCAL ALL STRUCTURtS _ I COTTON COiIrJ' . .. CLAY, SANDY CLAY. •SILTY CLAY AND CLAYEY SILT. • 2%"x2'/,"x:it 1fi" CHANNEL NJ1TE: COLUMNS - +TOTES FOR A".B, w4NCE ANCf10Rs T • II - SAFETY ST K AY SE TRIMh1FA 1, EARTH ANCHORS $SHALL OF FED ALTERNATE ANCI10R5. �J + A' `E r/FLEX_ALUM FACING 1•' 1" 1'• MANUFACTURED Mr A. G: CHANCE CO. 0.06" ' -�' -- NAILIN ANCHORS. 3, EARTH ANCHOR rDEL AN DEL AK'2 (� /' EARTH ANCH� 0.042" I 1.562 �I C.052 2 COLUMN (CONNECT 2. STEEL MATE It :HALL HAVE "Y,- ,ALTERNAI E COLUMN 35 KSI i1INJ; YIELD STRENGTH. ..D6" K[_, C_0_ L_U_ MN DETAILS `•"�+...._ ---(A�WINUM -3oo- Huh)- ALL PARTS nONSrIIZED. 3. SOIL CONOI'PIOTJS OE;FINEO AC: R=•, 5•• - - HEAOEI3 GOOD 501 !- O:!PACT 'n'ELL- CHANNEL CONNECTOR O:a GRAVEL, HARD BOTTOM FLANGE HEADER CLAY, '.TELL dRhDED SAND �- (ALUM. 6063-T6) BCL _ COARSE SAND, - ' XM. SMS SPACING FROM' MIM••HEIGHT x.,03" THICK 91 L. -- - - ME NUN COMPACT S NDY L r.,•�ro.AGF 5 L f,OMPA�T FINE GA^1D, 3.00" OE COLUMN TOWARDS EACH -C#0 OF _ _ _ _ AD -1 2i: DOLTS LO AH A FOAM, COLUMN: 1 SPACE 0 1t",THEN L� POOR SOIL SOFT CLAY: CLAY LO 5" .5" 1 SPACE 0 12",THEN �i I -'!" DOLT OR 4-3" SMS fS(TRL�Q 1;ACTED SAND. CLAYS 2 EACH SIDC ," CONTAINING LARGE AMOUNTS OF SILT, 2 SPACES © 9",THEN 4, EARTH ANCtS1,R5 St ALL !Oj DE U ED MITER BEAM 4 SPACES O 6•' IF - - COLUMN CLEVIS REQUIRED MY LENGTH OF -- -F IN THE FOL OWIN ;OIL TYPES: ALUM 3003-Nt6 (ALUM. 6061-T6) COLUMtt. DOLTS CANCOMPACT .FZ LL 4005E FINE o � R-O,OR" _ , PER COLUMt-0.0N LAND WEIR Y A D SATURATED 6 .032 - 'ir TUBE. t=0.0.30" 0.094" + 5. USE ANCHO ^CAS IN AVERAGE SOIL. IL r �? c• y,,. TYP, " - USE ANCHOR AK2 I\ POOR AND GOOD I'QSMS M 0", 13" OR 9" O.C. �_ --"ii COLUi•1tJ TURF. 2.25". 2,p• SDI L. STRUCTURAL PANEL MITI BEAM - OWMIl _- 2j - -/ 3�,AY TYPICAL TOP AND BOTTOM TOM •)�'�y, GENERAL Nores: j� /1 I 1 Ut M OE ISN ,PEP AL JNIhU'1 CONSTRUCT -1 ALTERNATE COLUMN CONNECTION "A `UAL OF ALUNIITUM ASSOCIATIOM1 1 ] DIT!ON ,ry 2 SOIL MAY F ANY:NATURAL SOIL OR C. L: UNITIZED COLUMNS 0 TO COVPACT FILL' AL-WAELF SOI ,.,;A.- NRSlIS T 6'., B%" OR 9" O.C. 3 3-li 6 ALUA1 N M) ING PRESSURE _"{ o Q' X00 LR/ EQ. FOOT. > 3. STEEL_PLATES TO'.HAVE A FY=3EKSI,'A5TMA-C. STRUCTURAL PANEL TO MITER MAXIMUM HEIGHT=12', FOA 6"HISIL 1 10'• __.. STEEL EB _T6 TO- QE ASTM A-30] BEAM ATTACHMENT FOR 13"'PANEL 0. 5" 1 07"O4 5" III SIX n - -,_-, �� -� Q,g OR 13" PANEL i C KCRETE STREW T, - 2t DAYS XCEE LP/ SQ IN,EIx 1:23:3X, DO NET EXCEED TAG.+... ATErt PER SACK CT' Y�II n3- u� 5 F £! ASTERSTAINLESS, TO RE CAD PLATED, u OR GAL11111 ZED ALIM1 MOLTS TO DE 2021 T4. 6 DCSIGN LOADS LIV[LOAtl -10 LO /SFT c STRUCTURAL PANEL-�- 0.30" �' S.�50� -UPLIFT=10 La/SQ FT- -WIND LOA0.10LD/SQ.FT. ON 2xPROJ.-AREA -_ _- _ - - -- _ _ - - HEADER - R •3" -------'INErV G UNENCLOSED oN GROSS AREA (ENCLOSED) NOTE: SEE SCHEDULE FOR SKYLIGHT PANEL CING SPSTRICTURE MAY RE ENCLOSED 1'IITH A. - A 13'•' STP.Ul4HEN USED WITH HISIX AND '/CTURAL PANELS ONLY•STATE OF CALIFORNIA APPROVED R MAXIMUM' E V L " F STRUC RAL A,NING ENCLOSHRE. QV E .AND SEE SKYLIGHT PANEL PANELS WHEN USED ImPITH SKYLIGHT PANELS SCHEDULE". - (POL'P POC-�RCSIFiOE) 1 SIL 5. EACH INSTALLATION SMALL HAVE Afl I^ENTY 2 -TURF MODEL N0, PROJECTION t,. ' URAL TAG'SHO':I ING MODEL NOMBER, SPA IJV;!B R, H L �H7 , SKY IGH / MFG NAh1E AND '9E5IGf( LIVE LQAD. R COL 'COLUMNS 4 HZ Ix PAN• --- t3"�PAfJ F.L 2-13" PANELS 9, EACH AWNIrJG 0^1 F.PON FACE OF MpGILE. SPACING OR ALT. 'NOTE: NOT TO f1E USED S-3 '" HOME SfIALL HAVE A SEPEP.ATE PER::IT. .SEE BCH- I 3"SINGLE' t4ITH MSTER OR - 5-10 -O G" 0,0 10.ALUr.12NIU'A SURFACES 79 ;aE IN COrJT, C'f 'EDUCE. i I IU.E COL. CORNER SEARS. 5-11 _ _ 2 : !It It! STEEL SHALL HAV ONE COAT OF t;C S-1 4 24 B" HROMATE PAINT PER FED, SPEC. --P '4,. Rc o, in aOR EQUAL, 'USE COLUMN'SPACING FOR ,O'P{tW ECTION USE COLUMN SIACTNG FOR 12• PROJECTION 11 STECL PLATES SHALL BEE C _ - _ PAINTED UITH A VINYL P4I1T mAL✓AJIZ FRONT ELEVATION fru'x w+. co. �. rnxr SCHEDULE - BE ATTACBD CANTZ�I-'�EK'FIETGLIF - $T'D {, •'E'• APPROVED D ,2 AIMING ENCLOSURES SHALL NOT ou,ecr o"s f+. ' PAODEL PROJECTION HEADER STRUCTURAL.PANEL "t" MAX. COLUh4N h!AX. •A' axh1A:5. 'B" h!A%. HEAD - TO COLUlnNS. . nr"•• •^r •'^I'•I•^ •• NO. TV PE 6"STC HI SIX 13" ANEL 16"PANEL SPACING P110J. PROJ. OVERHANG 13.0!AIT Sf't JJZ 4PPLIP /S7,_"A' U.A.^,ER T. c Fy'i A - -- --- - SP Ir�I r.yo'IA^�CEr e.i�J�L isn. c c i .rr ".. ,"..... �J`yy 4"'' 4x - ,5 O"FJR� AD OT1 R STRUCTURAL PANEL •• A-E R' -O" ALC 0, 0, P" 0.020' 0.015" S.O1t" t0•-6" 3'-0" N '� , ,' \/ •, c• r• _� THIS REQUIREMFNT H AOERS' 1 YSIE S LjCF • ....._ \�. MAX. PROJECTION=712'-0'i _,A -`X FtN ')r"� .K+n r.r x. m^^^n .••••m•.m f�YVjffT',,,tox JT - ---- . I....c ..M.TFRi Ai .IIAi I n_F TDFr.T SIDE ELEVATION CANS,' L „E. U 1`4 1,5,."....r 10 1979 HEADER' - ,.!' II�y�TE' Det MAR _041M 1M 9ENT SPA 40l-Ic�l IERHANG This Flan Appr.Va1 E"irc JAN 27 1986 - - 1400 111ORT14 DALV GTREET ANAHEIh: CA. 9210 /.•.ei 4/W.l IIJ .. 12-,9-77 STANDARD90 P.IL FC'+AE ACCE. SOr'- STRUCTURE ❑ X50 r- - -'-- `"- 13.00"18- ol o 16 IV14 -71 co 57 /,rq. 'T A14,4 -D yAl 7 R-1 Cal -16 61 DECORATIVE PLATE 13"ST STRUCTURAL PANEL 18"STRUCTURAL PANEL i11 -Sit S 0 -jXX HRUCTURAL PANEL —L— *11c: ,,JALUMINUM 3004-H36)(ALUMINUM 3004-1-136) (ALUMINUM 3004-1-136) 7o PNNELS. z --Y--?, -TTr DECORATIVE PLATE -'z"'GJ, T,,.r 6D 6 D 4f JL45 FIT '4 ca Slepo AT- [IF— IfA4/jwj aF T OA! ST,, 4 r n 47 T- __j W BEAM --L --- E 1 -f�l srm� 1-4-.34 (ALUMINUM 6061 T-6) �4­ r- (ALUM 6061-T6) HEADER "C" �If Tye, 7Ye, I I -f, (MIN. SOKSISTEEL) HEADER "D" '2- L aLAN -BL A N1 A f 113 2 Y, -7, - SPLICE BOLT LOCATION 50 XM56 COL, Jlv _C16111* + "A� HEADER SPLICE DETAILS 7/' p I i. COLUMN CONNECTION TO AL CACI AND 6"\AF" COLUMN CONN. TO HEADER "C Y4 Y"'tl 9"n C( ti Bc -11 S -Z 2 -1 - AN CON—rc Co VER_P/al/EL pl-le r, 'q'. 4o' W/,, go- 4-%y rE.Y'Q J C 1"'7A " C-1-11 11-A-1 2- 4 ELEVATION 3 Y'�� COLUMN CONN. ALTERNATE COLUMN BASE CONN. 7XI, • Ty'.. 'JI 3 31"SQ i 'Earn 3"COLUMN -446 Fy=40KSI) . .... (ASTM A END VIEW 10 1977 �ZRA No Thl, PI., App -I E,;­JRN ALTERNATE A 3V; 3 %'CQLUIVIN (ASTM A-513-76 Py '33KSI) kM,*xIA4vm ?xoxetrlo—,Is`-y"foe 0,036",rIlIcA 4MAr-am P,LoT� cTWIJ = 16'- 6" FOR 0.036- 7'41Crc Y3 Xr2vrrvel14 04A),'L HEADER "A" (ALUMINUM 6061 T-6) r 15'AND 16" PANELS Hl -SIX PANEL "KHEAHR STABILIZER CLIPS- (ALUMINUM LIPS(ALUMINUM 6061-T6) �- 3`6431, -, 3" /j- f /1- 114A- Wold 20'.0" aAN 54. ELEVATION COVER PANEL "t:' L d' PANEL 1 0.020" PANEL JOINTCONN. -lPANEL — -- / ALTERNATE "B" ALTERNATE "13' 'VOTE: 6.r 6'0-- ;11 /,,,a a .SEF StrCT/CN,l3y7 �-ld ryP T-rF,, 06,'G% 1,5 'B -Ts A,-, ztl' HEADER SPLICE 6" 3.00' ROLL FORMED HEADER"B' (ALUMINUM 3004 H-361 SPLICE BOLT LOC JION 'B"HEADER SPLICE DETAILS /'V- ELAN PXllli 15�111 AEA�V 7-W . �rINSr-t vG DEATHS qb ELEVATION SCHEDULE FOR ALTERNATE 'C" IN �COLU COLUMN HEIGHT Po!EOOCOLUMN DEPTH HEADERAHEADEKB'HEIGHT4P 111TING DEPTH 0� FDER"A HEADER CL Z8" 1 27" ALTERNATE "C" iTJOr1 f1 OD Ba RN3 DETAIL 'C" FG/ay NEMC! CL ALTERNATE/`D' GABLE FILL-IN DETAILI — c 1--A...3 1, — . NnrE '9- T= 1 . 6`-r.o20" o/X 30 1-1/;' SECTION A -A GR /'y 0,8 jxRduv— L 4"8-11 COLUMNS T- . M61 G ENERAL NOTES: Ai C7 "A' D E TA I L Joag -H/j 4 cl, oN-1 LIG IS '-/Z ,3 COLUMN L 5Q. /q,— ";I s"p '— DETAIL "B" 3.STE" 'i! iTOaJTCJ1YL. COL.) P -Y4 BOLTS C 6o4-tf �6- '- 6 3rEEL 2; -It 2%4 0,1-" rc DEcORATIVE FILL `3" S (A LuM 30o3- 7%, —1, 4/o 6Fw, R -r'pE 11— 3-1 DETAIL 'C" FG/ay NEMC! 4 ALTERNATE/`D' GABLE FILL-IN DETAILI 1 . 6`-r.o20" o/X 30 1-1/;' GR /'y 0,8 jxRduv— L COLUMNS T- G ENERAL NOTES: Ai f A Ill 13. 3xz'Sq-� 'qsr� F, � 33-1 H. e'x 3"-- C-1 R" 3sr 16, A"', 14' -All I" it el /'-- I'/-- - 'VI o ' ccrissr rt/ ENO of FAT/.s C- r. F11,4 17, /* '9z TEL NAT6 '�q' w—me Fl- A— ro 8� SEE' All— 1-1611 Js, cl�Zl v E END LEVATION SIDE ELEVATION ALTERNATE T' ADMIRAL AWNINGS, INC. 1400 N. DALLY ST., ANAHEIM, CA. 92$06 FANDARD MWILEHWIE /'ACCESSORY STRUCTURE — . --OLB/5Q.1'�—TD-258 ---- FREESTANDING -1 AA -16' 7 4 ALTERNATE/`D' GABLE FILL-IN DETAILI '--3f STL. COLUMNS - G ENERAL NOTES: Ai f A 3.STE" 'i! iTOaJTCJ1YL. COL.) 3rEEL 7%, —1, 11 sr lNee.u, "1 All -1 11 l"T 19� 0 A, ANL -L - "5� 9. vt� 13. 3xz'Sq-� 'qsr� F, � 33-1 H. e'x 3"-- C-1 R" 3sr 16, A"', 14' -All I" it el /'-- I'/-- - 'VI o ' ccrissr rt/ ENO of FAT/.s C- r. F11,4 17, /* '9z TEL NAT6 '�q' w—me Fl- A— ro 8� SEE' All— 1-1611 Js, cl�Zl v E END LEVATION SIDE ELEVATION ALTERNATE T' ADMIRAL AWNINGS, INC. 1400 N. DALLY ST., ANAHEIM, CA. 92$06 FANDARD MWILEHWIE /'ACCESSORY STRUCTURE — . --OLB/5Q.1'�—TD-258 ---- FREESTANDING -1 AA -16' 7 13.00-11 laxw f A '/,. /\4$. ' G2' a#1 Y II" Q . i. ,• 0.07" 6.0 SIYNIN4 Ia• 115 R//\ R=.2' --"• "' 'q=. ].6" 'F' �- r}0 Z 11©008 NS a {' O-,.:•, 'p �. TVR N=.117.;1 w �- .• BOJ .� R=-22" 92' .. 0.25^ y0t•� r 1 M,25^ R� t � Ra1` R� R=.15" ro ,. o n 1.25" .2"ft O R=.S' ♦ fii R.ft`3' .55 .'1d R=•2" R= 25•, - _ .. e irr w '• f! � 2` Ny�� - a � � o n R•.12G" R=.125". � OR Ox TYr.. •SF:? 'ttJ �i�r Y^/H-'�'I / V.. - Y �0• T .�n m m _ o ( 8 ;x/10 SMS {!' 13' - S F ,- CHI H n }ur EE SCHEDULE a--� °•0'• o t D, 02'• N 1,06 7- 0 Re0 OR3" TYP. 0.014" ALUM, 3003-4(411) TYT. 1.01.°'= 'f - C DECORATIVE PLATE , PALNLfk YP, r, YP, Y W/2.Zi/SQ. 'FT HASH ..Rat, -•j I� t=0 05?410ORSO"60. CHEROKEE ELASTAMAT-TC ROOF '`tiK STANDARD STRUCTURAL PANEL TY TYP. COAT MAY DE SPRINKLED J`ti, 18"STRUCTURAL PANEL ST. SMG Ta. O.G. HI -S U(STRUGTURAL PAf�E _ z-x,o snls _ 'W/IJz. /sQ. FT. of MINN.lm+gg - /•�/ ALUMINUM 3006 H 391) THROUGH 40TH ' !AINIr1G C0.' STONE GRANULES. - 7') (ALUMINUM 37. 06-H391) 0.375" / STABILIZED CLIP,CONT. -FINDS OF AWNIN ' f(ALUMIfIUM 3006 -H 3YI) RAIL A'ry0"HANGS 1,50 j 13 STRUCTURAL PANEL 1 r�_ s 5" STD. STRUCTURAL r 9TI:UCiU L� '}a SJ L'N PANEL STRUCTURAL PANEL HANGER •".,," (ALUMINUM 3006-11390 PAnrEL ,IBSMS 13" OR 1B O.C. PAIN„ z4'• 'AAx, OveaHANb' "^'*•.,s•,• -N10 srgs o s", 67>" (ALUM 6063-T6) 3/15" ALUM• SLIDE "'^^.y�.^'ur.'A,e.we•.ur_- .,,c.xwr++ fY•"r/ �Il-_� 1.��..��'_- �_Iti BOLT5� 6.. O.C. '.OR 9" O.C. y'r1. -Ii1A ENID OR '/." SOL S /FOR 6TA6I LIZER LIP , '•+ M.. D;,(:Ly; - EACH SIDE SPLICE h� R_ 1875"2-r•iO. 5M5 TO 2.OQ^• / AT Sr LICE SEE NOTE ti _ ALUMINUM ---e.1 1r SMCERS' 6'OR 9' LONG STRUCTURAL 11111L TIGHT FIT STABILI]_ER 4CLIP T TIIT ♦ ,6 5' in 1� HEADER ", AT TO COL CONT. SEE N°TE'>,13 N lh/1-'/."BOLT OR RE TO 12" SPLICC FITS - - ' '> ROLL FORMED m 4#RSMS EACH SIDE HEADER. 1. o ` •BUS !a rl N }3. nR59C' O.C. HEADER to 2.50" - I R 24"SD.C. o Oo ��Ox1" 1'IOOD SC'2 1� _s p..0. INSIDE OF HEADER --`� •2" r1'So AL Jf1. 6061-T>. -t COn1TI!JUOUS HEADER rJ o. ra• �, >t10 6^, 13^ oR N. D.C.ocX10 HEADER TO COLUMN rorvNEcnon BRACI<eT. PYP. TIGHT roLTs FIT 3] CONNECTOR 00 SMs 6' 3" OR 11" YITDE ALL "t•'=0.07" (ALUM. 606,3 -TS .062" ' STRUCTURAL PANEL NOTE: Y, 1 t=O 04" - - - 0.033"t ROLL FORMED / OR 9" O.C. R= .,BB" HEADER SPLICE. TIGHT IT UNLESS NOT f/ , _ _ _ I TYP• ,'/10 SMS ' . INSIDE OF HEADER.9" EXTRUDED HEADER G PLACE 81 SMS _ m R .C, Y O OR Htx. Sh!S' lk - EACH SIDE OF SPLICE THROUGH AI4fJING m 0 9" 0 6,6,10 SM`- @ 5"! 5'%" JR D" o.G. (ALUMINUM 60th -T51 RAIL G EACH ENDi o0.0%A' STRUCTURAL PANEL 66, ALUM. 3004-1136 \ 'I... -�- TYP. TYP :'.072^ 0.062" - R-.oR' � _ - ,_ N - o t3" OR 1s" wloE. -- o N tI no ,.125" 5116" BOLT _ Q TIGHT FIT `t 1 �- 'n r� t=0032" •'C' HEADCR 4-%" BOLTS OR ?f14SMS _ _ n x o HEADER SPLICE. n t''O `-, ^- _ r SPLICE 3.: -TS- N I 'Y,D 6M9'-� 6", ,.D" N '' ROLL FORMED HANGER ''3� N ,,25" (ALUM 3004-1136) „a OR X" ROLis LL O I-' - EACH E, OF I T ' b 9" O,C _'-- SPLICE, � 1 14RI-6 ;1.50'_ T L _ ^ 4" '11' 4" 1' - 2.20" "C" HEADER SPLICE ALUM. 6051 -TI :.ALTERNATE DREAD EVER .063" /r1 ,053!_ R-0.06" µ'* TIGHT FIT INSIDE C^. HEADER (HEADER "E" BEA4! 9' 12" TYP• "",;,� G 11 HEADER SPLICE DETAILS x' SQ. ALHht. CQL, ALUM. 6061-T67 „/1t" L�Q svucE6oLr Loc/>noN ROLL FORMED HEADER ALL ARTS o -SPLICE' «' ' CANTILEVER HEADER DETAIL D zxrvcrrLAreDl /� A LLL .5� ��; .1�5" r0" 1.75" .50" - C SPLICE 2. S]5" 5,75"' 75 .y',>~ 4"f. l.Al`. (ALUMINUM �Q1 T ) EXTRUDED HEADER "A" ` �- - Y ,1?5" �I _ ''s:.T:t' Ca•LJ �'= i11`C 6,.7 PLAN . va SPLICE DETAIL °° 1 tR2•' :II 0 0 0 r `r+ ", ,• .„6,r-:;4vri'%.+N�-►+=",r,'Jxr�"u"".`l ` - � '6 -rid SMS .OR _ n!_;, 3/� 7 Y/2' 3r/4" k COLUMN SHALL BE PLACED AT BEGINNING OF MITERED CORNER EXTRUDEDAEADER "A" HOLES, BOLI` EACH I I GRDUNDLINE .67" v:J SIDE :,. EARTH - �- 2. I75" - 26� r STIEL EL (ALUMINUM 6061 -T6) n• fB]5'F 4. R]" BRACKET- 21 N ELEVATION n • O 0 O R'•2 " ANCHOR 'S 3.00" -� ry •! .4 4^ 4., t„ . 4^ y., {E,�F _�.�l57 'O 5/45^ FIA. , . �� SECTION BOTTOM FLANGE : -P_ TYP. CORNER SEA!.1 r \ _ 2,00" INSTALL - -.�-�} --E--� "ROLL FORMED HEADER B niEnlcnL COLUMN SHOE u EL) (ALUMINUM 3006-H391SPE-1011I (AST n"" -^r'€ SEE SCHEDULE HEADER GEARING ` 3/16'° ,FOR "A" P K"BOLT ,. � BOLT LOCATION ATF-� ;fG OSr!S 3/4'xR'fi' PRESSED N AK=X" 2-%" 8olt R24' O.C. WOOD. PAINTED l%N `6,.a_y�J AK2=t (I6^ '""' D-It'�M R= STL. 6 x1'. 2 1/2" !, _ _ t 11/16^ 2-5/10^X1 1/4^ 'DECORATIVE FACIA, t 1.0",i7dGlr' �",`•.. 1I [J 1 TYP, x,125" A-36 I'� NOTE: PLACE C LIMN ( I,IAY BE USED WITH 1411)s"=: 0 C. ¥ 2.00" Atie.CHANCE [ARTH A�ICHOI\ (� � SLOTTED HOLES - UNDER CORNER REn:' HEADARr ANY HEADER. r��MS`0„-•`Zrt. 2y .,*"•'':20'"-` 2'� 4" DIA, D GA. - / 'D - STL- EARTH // '�kiMKiA':. =.•.._ `µ�'� ASTh1 A-St5 f/'rl DETAIL D\' STRUCTURAL PANEL BRA,CKE7 Y nrJGHOR HELIX BRACKET .32 FOR STD. PAF( �„. N CONN, fv TYP. .Z5•' FOR HIGIX AN 3"ALTERNATE COLUM NN EXISTING MOBILE COME DECORATIVE FACIA < Fj L. 7 . 9EE SCHEDUL TY7740'.' ZER CLIP�:tTYP62 TO ARCHANCE ANCHOR GA ( tt lr DrTAIt "R" (r 0.062' ry STABIL 1-%' ECLTS A. .0 ANCE EARTH HEADER R 3" ALT..COLL'dAri "Ll ADEN HEADER 'l �f� c X^ ANCHOR -: 2.0" •20 _ ANCHORS AK V AK -7 OR 3/B" PHZiLIRS COLJM'1 r. OR "A" PROJ / � CLIP FOR HiSIX din - RED HEA. SELF 3/16• x!' PANEL - ;," BOLT OR .}_�FtSMS DRILLING ANCHORS COL. ;0\1'J., 11/14^ ROD E' - EXISTING MOBCLE -�y]- TOP CONN. 2 EACH SIDE. TYP OR EQUAL - , BRAC1, ET HOME L.Y CLIP FOR 6" i� rCIIANr1EL TOP AND BOTTOM ANEI mu -x O[TAIL .,�„ SIDE FACIA STABILIZER CLIPST(HEADER';). TYrFi ILLI 3003- CONNECTIONS. GROUfJDLI 3 f�iN ]5 1' SQ. 0..31"rrr///999TTT E CONCRETE IS UMD 1.1 ./ D'TAIL "A" OFAMIDTEREDAT BCORNERtJGWO STRUCTURAL -_ �COLUV�,HALL BE'( 3" (ALT. ALUI•t=oCOL, (ALUM. 6O6I -T b) TYP-•', TU ?,50'L° OECIICAR ETIVEOSCROLL :�2Y"x2%"x'/, GROUfIDLIf/[� 3 ALT, COL. TOEDCONNECTION k4^OZAAG"•ILL PA3i3)ZINC' PANELS it SOLID OECORATIVE �J PLATED PLAN FOR MI TERED CORNER CORNER REAM _ i �` NOTE: USE MITER L. DOLTS _ FILL. ANE -SCO DISTRZlUTING. SNC 'R !' BE FOR 14/SAFETY STAKE wr CORNER SEAI.I OR 2-Y.^BOLT SIZE I ,0" ,ATE-�x�A'i•NJ.Y^x25KSI #,'s iv PHILLIPS RED HEAD HEADER m x0 u SELF DRILLING RO{:-1p40 STEELrY�4{KSI,TS=R4KSI) DETAIL "0" oo ANCHORS. BENT R --U 0,23' R .t4" r NOTE! AilE1:A ANCHORS NAY BE USED IN THE FOLLOWING G" �TYP. TVP. (+TYP '-" PLAN FOR CORNER BEAM - °AIL CPE, SAND, GRAVEL, GRAVEL, SAND• SILTY i, R 9'•x15^x'/.^ 3/t =0.025' OP _ SAND, CLAYEY.SILTY GRAVEL, CLAYEY GRAVEL `0.0x'' CLAY, SANDY CLAY SILTY CLAY AND CLAYEY SILT - BOTTOM COLLA. - CHANNEL j`� NOTC: COLUMNS NOTES FOR A B CHANCE ANCBOR5 ` x T rtOBILEHOME -T} o MAY BE TRIMMED 2 -%"-BOLTS OR 2-,N45MG Q • 1 o - ALTERNATE ANCFORS, SAFETY STAKE N/FLP/._ALUM FACING 1. EARTH ANCHORS "�HALL BF 1 FOR •'C' HEADER ' - 1" 1" ," MANUFACTURED A B. CHANCE CO. 'r I 0,06" -• 3-'/."X2" RAYIL ZAi3AC EARTH ANQHKIR DEL AK - a51', a- u Z COLUMN \,ONNL�TIONSIN ANCHORS. G STEEL MATEIIIA'1�.0SHALL HAVE F1 BOLTS - EARTH ANCH* MODEL AK -2 r '1 iiAi1GCR r 0.062" 4.562" 0.062" T; r I' ALTERNATE COLUMN 2 COL""" m 35 KSI MIN„ YIELD STRENGTH. tl ' REARING 3' ALLM. ALT. N - - - - - ---- ALL PARTS kLVAMIZED. SEAT - COLUMN.ATTAG" 4.646 AND COLUMN DETAILS (__UM NUM SJ03-H it) 3. SOIL COND111ON5 DEFINED AS: �tE SPLICE I .� - !Y/26,:' BOLTS "OL-� -, 'O!, "„� _ I R=. 15- HEn OER GOOD COIL-CO':1PACT DELL- ! f0 Do OF CHANNEL CONNECTOR. - >•R;<S'1Y"Sn`fTn;i GRAVEL,.. t1AR0' . '•1ITFR "cA'+ -� EDITOR FLANGE HEADCR CLAY, BELL ORACED SAND „ -Ln NCE' SOL - COARSE AND. HEADER BEArt (ALUM. 6Q(>3 -T6) .AGF S L-f,ONPACT FINE SAND, Ir i RACSCR 1'S0" :fit. SMS SPACING FROM: 1410 -HEIGHT � 1 x.,OII" THICK SIL, _ NOTE: PLACE COLUMN AS SHOWN - - x 3,00" OF COLUMN TOWARDS EAC(! -EBD OF S11 - - - _�_ YIASHCR 30LTS oPTUMCUA � COMPACT LOA AT END IF HEADER DEAM :;ITER BEAM COLUMN: i SPACE a 19 -JI -EN �.? Y+ 1 25" OSE U SAN° S RAVEL DOTTOM FLANGE t SPACEe I1"•THEN BOLT OR 4-R' SIRS r00R SOIL +- SOFT CLAY, CLAY LOAM p� _ F66ALY'c�nti'ACTED CARD, CLAYS "r41+ DETAIL A! / 2 SPACES a !..TREK jA +- 2 EACH SIDE COfJTAININj LARGE AMOUNTS OF SILT1 R MITER BEAM 4 sPA°ESD `'• IF o 5 DETAIL LJ REQUIRED )Y LENGTH OF j COLUFAD CLEVIS + 4. EARTH AFOLLOW SHALL HOT BE USED IN THE FOLLOWING SOIL TYPES: COLUMN: __ _ _ AI -.M 3003-N1G L pOLT NONCOMPACT�FILL, 40 SE,,FINE SAND, ET c ( A; :Y, `- o .03_'- TUBE, t=0,040" 25„ o" 5 USE ANCHORCLAY, AND SATURATED SILT. 'N (ALUM. 6061-T6 R-0.01^ 1 ER cowrnrJ USE m r. A' HEADER �. n ANC OR AK IN AVERAGE SOIL. a „HO'11N 2-i' GILTS EY.I `TrNG MOTILE AK2 ily POOR AND GOOD 1, HEADER Sr, / x x J10!AI ABSMS a 4", 13' OR 9 O.C, -Q ry CQLUJN (URF. /� LT E R �� +pt,'4. N NTL OR/E`14MSMS ., _ _ 60TTOIA FLANGE STRUCTURAL PANEL MITkR DEAM „ n _y,rsal'M.'cz. L ,- n. .'.' �r.u.,,n'Iii3x:...411 ?Y rYPICHL i NN_BOTTOM � GENERAL NOTES: IGN:PER nLIJMIM1'UtA CONSTRUCTSO•� '.. 12" FOR "C" 3" ALT. ALUM, HANGER 6'/," ,i}l-'F ALTERNATE GOLIJMN CONNECTION �'k:'l•;:G,X rdANUll AL OF ALUMINUM ASSOCTATSON.IST:EDITrON HEADED COL. ATTACH - 'M 2. SOIL NA PF. ANY:NATURAL SOIL OR !'EDI„.! CORNER DEAM 'N Rh HEADER DETAIL TO BOTTOM OF UNITIZED COLUMNS O _ "): L.,_. TO PIA FILLY' ALLOWADLE SOI( ^CA2- SI:RILAR. CORNER BEAM ii66hi^, .� 5 , 5y,+' OR 9' O,C 3-H 6 LU!I N M) NG PRESSURE -500 LS Q. FOOT. 5 YI/2-';" Bolts �a E. STEEL, PLATES TO.HAVE A FY-36K"I, AST',,A-C,'., CTD. HEADER SPLICE :ATL. STRUCTURAL PANEL TO (MITER MAXIMUM HEIGHT=t2• .FOR 5"HI6IZ 1 10'• _ '(.. STEEL COLTS TO- E-ASTTI A-30] A? '� 1.07" 101 5" HI SIX 9 ATTACH :0 HEADER, DETAIL G BEAM ATTACHMENT 1 FOR: 13"'PANEL 0. 5" i s `�\ O.Rn" FOR 13" PANEL ' * 4. CONCRETE STRENGTH - 24 DAYS =2000 LBf , MITER CORNER SPLICE "' 1 Q. IN. SAID BE f: FEN 0 CRT ExGEED •Af,. ,. :�LAJ4�' ,. _N N. )! VATER PER SACK GSTAINL ITE: MZ NIMUN ' NOTH WHEN ENCLOSED SHALL BE .,. s-" �rt'.uf.A • _ �T - _ 2.4X,PR. CTION. SPECIAL INSTRUCTIONS . - �;,., 6,l:Tsai':SrSir<,s"'T„%•i„ , +:at'sLY° - -'•W _ - rl A 6. DFSIGN LEA _ Y S OR GA VAN T° RE STAINLESS, CAD, PLATED, F� '-Y'YA#P3MIif{7 STRUCTURAL PANEL hr 0.30' r 50" D UPLIFT"DLT1° OLO/SO?OFT: T4 A 5 OR GALVANIZE BE NHEtJ- 6NT ONE PANELS ARE USED: E'' " - 5 J, A.Y•OR'-'14 IIPX PANELS/SKYLIGHT LE NGTtH+ MAXIMUM LENGTH NOT TO EXCEED LENGTH OF _ - - - _ _ _ _ _ _ _ _ _ m OS )X PROD.��i'.•,�•�'�j,DR hs0•I LE HOtAE: FOR NIM -M LENGTH WHEN - - HEADER N�uJ?•� ELAND LOAD.t OLD/SO. FDR ON A BOJ. AREA t(;' {.FOR -I 519(LSGHT PANEL(13•STRUCTURAL ENCLOSED SEE NOTE BELOW. NOTE: SEE SCHEDULE FOR GKYLICHT PANEL 3 i I4HEN UNENCLOSED L ON GROSS AREA (ENCLOSE SPACING WHEN USED WITH HISIX AND T STRUCTURE MAY RE ENCLOSED 1111TH A. S}� PANEL L*GTH=3y6X PROJECTION. LENGTH WHEN UNENCLOSED 13" STRUCTURAL PANELS ONLY. - .TATE OF CALIFORNIA APPROVED C. FOR 1 Sif'LI OHT PANEL/2-13" STRUCTURA SHALL NOT BE.I.ESs ;THAN.. FOR MAXIMUM1I' E V L '• F " STRUCTURAL A.YfJI NG FhCL°.,IIHE, PANELS LENGTH=3.6 X PROJECTION, PROJECTION 1:YIPICAL ALL STRUCTURES .OV ANG SEE SKYLIGHT PANEL PANELS YJti'cN UGF.D M^ITH SKYLIGHT-PAJJELS - SCHEDULFk. ---- - - (PD�•!�DC) - - IJ R EACH INSTALLATION SHALL HAVE A IDENTY HANGER, -MODEL NO. PROJECTION 6 URAL TAG SHOI'ING M DCL NUMER, 3PA J1 iER, 1 L 117 1 KYLIGHT/ ,yy C�/ I 2 -TUBE I�y 1+1FG, NA E AND 'D .SIGILI LIVE !.OAS .. R COL 'COLUMNS 4 I1I I% PAN. 13 `PAfJ F.L 2-13^ PANELS 9 EACH AWNING ON EACH.FACE OF MOPI Lc � STRUCTURAL PANEL. SPACING OR ALT. NOTE: NOT TO RE USED 5-6 - '" HOME SHALL HAVE A SEPCP.ATE PER IIT. :SEE. ICH- 3"SINGLET ',4ITH MITER OR 5-t0 - '0 0" ,O i *, O ALUMINIUM SURFACES IS BE IN CONT CT P,�O�/ii 5 EFS• /- j� YFG W- EWLE. I I IUBE COL. CORNER tEAH3 f '!s+ "t"•' i••'+3'..''. S-11 - 2 6,p 0. ,°' FF66�� IT!1 STEEL SHALL HAVE ONE COAT CF I`.0 V�,A, \nZGE TE O x o 1 • S- CHROPIATE PAINT PER FEDI. SPEC, T P .35. so",B .;Vs`d'Ca"4a:4'c,.Y++..�,x'un_.... '^M1-..'.i2«R' 1'I%'rat+e.4F.',w.e',ie.Gyy."++Iiw.PYA OR EQUAL _ SI •,_,_^� R. xAs• cs Pru •xc 11n'AA*, *USE C01_UMN 'SPACING FOR GO'P{tOJ ECTIOI USE COLU`AN SPACItG FOR 12' PROJ EC'f 2°N 11.STFEL rL'' TyF�r H LL D �,/,l•VAfN 'E '0; �'. r, -J• scot • s "c [- - • G rsr<ro.c Pv:•r PAINrDD y);Tty y2ray��,PAIrq � J J� �Jfyyy```��� FRONT ELEVATION SCHEDULE t2.AtIN1NG ENCLOSURES ALL NOTE-/,TTAC CO HEADER CANTI�4 i,Ei, APPROVED TO COLUMNS. use Mscr oxs- MODEL PROJECTION HEADER STRUCTURAL,PA NEL "t" MAX.COLJ1`N *I.IAX.'A' VAX !1 AX -HEAD i a 3.OMIT STADILIZER CLIP AT A HEADER jj y. NOTE:. r.IINIIAUM1I LENGTH ./yY� Arr^.•I-^•r.., -.,-.•rr"•-,%•^^A•^•' Nom. TYRE fi"STC HI SIX 13"ANEL 1S"PANEL SPACING PRNJ. PR1J, OVERHANG A'' I MINE r IS C lE'YE L Fra WHEN ENCLOSED 1, y,..r.^ I,.. ,••,,."."n n s.,. ....^r�Y} �F•a,I VAR S AN E7'Q F' FW Sr FCc .v- . STRUCTURAL PANEL #.. ,=r^I.'.,.. A-3 B'-0" ALC 0.019" 0.020" 40.O1R" 4r�.0, 3" 10,_6•, 3,_O,=1Q5j-O�' FO'fli'A;}{„AD�R`i• O E,/Tf;�:'']„j 2.4xtROJECTION r... .."r• - - --- _ THI RF..QUIREMEfJT,\' EADE IS•.!AY. RE rS P7,Z CT'j m J TYPICAL ALL MAX. PROJECTION= 12'-0"', .^ c.,n, r G -R R+-0" R o.rxm rwx ^^'r �••••.... i � "SKVLIGH POINT. 2 HANGER \ ' y - 14 T NEL MATERI AL1 DE IDENT- �< STRUCTURES - M N, SLOPC- Pnlsrox •r c••ss Ax•sAxun•s C-3 t'-0' DLE 9'-t' AL. SH _. ...- FIED„DY MANUFACTURER ).E, GOODRICH G[ON 3700AI 110 /B •' rE P _ HEADED' --__�1 `• 10 1912 AT]0, ALC Orr #•a:s G'-6• �r_O. 15. A'yN GS USERG(}i5 /�L di PANEL S ALL) m E 0 LL E 4y 1-1{1- DRfi ..--.. ._. 4ECSylr r1 ON 7THAN. 3 ] PROVIDE 1 DRAINSPOUT =' 'r"'�`-1�1 'B -GO '� 10'-0" S. �y7// PER EACH'. 200 SO. FT. SPA NO OF AWNING 0 24 MAX. 4" MIN. CC -10 10' o•' 0110 -7" _ F_ D 7 s r ovERHANc Tfiu PLR A I Ex tri JAN 27 1916 A-12 12'-0' ALC 0.023„ - +''•' "-" ]'-z^ - _ ) r-6•' _... ' o prrm• p __ NOTE: COLUMNS MAY BE ATTACHED m •y{ 1-12 12'_0' s =_ ADMIRAL AWNINGSINC DIRECTLY TO'A 3ip' MIN, THICKNESS 1 - �COLUMfJS JJ C-12 12' 0". DiE 0.010" - --- _ /- '- -- ---- �- -_ r iii _ - - CON ITION FRONT VIEW FOR FACIA ANDCAPPROVED RETE B MYNTHE°ENFORCEMENT I o,� J 1x,00 !NORTH DALV STREET ANAHEIM, a 2 J _ AIA MITER ALC USE t" • ••• 1P•FOR"A" 10'-0' 12•J-0" /// � � •--'- FROM PROJECTION %6,J r/ -'l -- tIJ C AGENCY OR TO A 20"x20"x20" RM FASTER R ABOVE (C ii,C-10 101-01• 'LEADERS rJAt rB` AND 1104 CONCRETE TO OR SAFETY FOR yYa 4A4 - LC 12 NOT STAKE. ALL COLUMNS TO 0E VERTICAL. J TYPICAL ALL STRUCTURES AN CORNER ALC CORl ES INCLLDEO) t 0 STANDARD AOSIIE HOME ACCESSORY TRUCTIIR SIDE ELEVATION OI'DIN YwxA^R CANT" L "E" {^ CORNER 6 '•+wswr.)•'w..'+..as TYPE•nlA2„ ONLY. PANEL >n,tV*USC WITH HEADER .U- 4"nMy'{4}yy„Jl. PROD ....:.a •�... �trN Y:�ina+Av"x y^:. CayM;:_M'' FOR COLUMN SPACING FOR MAXIMUM ! OVERHANG -SEE SCHEDULE SEE SCHEDULE 2 -TUBE COLUMNS r OR ALT 3'• SINGLE TUBE COLUMN I,�t7,��� UNITIZED COUINIYJ a 3.OMIT STADILIZER CLIP AT A HEADER jj y. NOTE:. r.IINIIAUM1I LENGTH ./yY� Arr^.•I-^•r.., -.,-.•rr"•-,%•^^A•^•' Nom. TYRE fi"STC HI SIX 13"ANEL 1S"PANEL SPACING PRNJ. PR1J, OVERHANG A'' I MINE r IS C lE'YE L Fra WHEN ENCLOSED 1, y,..r.^ I,.. ,••,,."."n n s.,. ....^r�Y} �F•a,I VAR S AN E7'Q F' FW Sr FCc .v- . STRUCTURAL PANEL #.. ,=r^I.'.,.. A-3 B'-0" ALC 0.019" 0.020" 40.O1R" 4r�.0, 3" 10,_6•, 3,_O,=1Q5j-O�' FO'fli'A;}{„AD�R`i• O E,/Tf;�:'']„j 2.4xtROJECTION r... .."r• - - --- _ THI RF..QUIREMEfJT,\' EADE IS•.!AY. RE rS P7,Z CT'j m J TYPICAL ALL MAX. PROJECTION= 12'-0"', .^ c.,n, r G -R R+-0" R o.rxm rwx ^^'r �••••.... i � "SKVLIGH POINT. 2 HANGER \ ' y - 14 T NEL MATERI AL1 DE IDENT- �< STRUCTURES - M N, SLOPC- Pnlsrox •r c••ss Ax•sAxun•s C-3 t'-0' DLE 9'-t' AL. SH _. ...- FIED„DY MANUFACTURER ).E, GOODRICH G[ON 3700AI 110 /B •' rE P _ HEADED' --__�1 `• 10 1912 AT]0, ALC Orr #•a:s G'-6• �r_O. 15. A'yN GS USERG(}i5 /�L di PANEL S ALL) m E 0 LL E 4y 1-1{1- DRfi ..--.. ._. 4ECSylr r1 ON 7THAN. 3 ] PROVIDE 1 DRAINSPOUT =' 'r"'�`-1�1 'B -GO '� 10'-0" S. �y7// PER EACH'. 200 SO. FT. SPA NO OF AWNING 0 24 MAX. 4" MIN. CC -10 10' o•' 0110 -7" _ F_ D 7 s r ovERHANc Tfiu PLR A I Ex tri JAN 27 1916 A-12 12'-0' ALC 0.023„ - +''•' "-" ]'-z^ - _ ) r-6•' _... ' o prrm• p __ NOTE: COLUMNS MAY BE ATTACHED m •y{ 1-12 12'_0' s =_ ADMIRAL AWNINGSINC DIRECTLY TO'A 3ip' MIN, THICKNESS 1 - �COLUMfJS JJ C-12 12' 0". DiE 0.010" - --- _ /- '- -- ---- �- -_ r iii _ - - CON ITION FRONT VIEW FOR FACIA ANDCAPPROVED RETE B MYNTHE°ENFORCEMENT I o,� J 1x,00 !NORTH DALV STREET ANAHEIM, a 2 J _ AIA MITER ALC USE t" • ••• 1P•FOR"A" 10'-0' 12•J-0" /// � � •--'- FROM PROJECTION %6,J r/ -'l -- tIJ C AGENCY OR TO A 20"x20"x20" RM FASTER R ABOVE (C ii,C-10 101-01• 'LEADERS rJAt rB` AND 1104 CONCRETE TO OR SAFETY FOR yYa 4A4 - LC 12 NOT STAKE. ALL COLUMNS TO 0E VERTICAL. J TYPICAL ALL STRUCTURES AN CORNER ALC CORl ES INCLLDEO) t 0 STANDARD AOSIIE HOME ACCESSORY TRUCTIIR SIDE ELEVATION OI'DIN YwxA^R CANT" L "E" {^ CORNER 6 '•+wswr.)•'w..'+..as TYPE•nlA2„ ONLY. PANEL >n,tV*USC WITH HEADER .U- 4"nMy'{4}yy„Jl. PROD ....:.a •�... �trN Y:�ina+Av"x y^:. CayM;:_M''