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Home My WebLink About028-380-022i MARY EGAN-TENNIS E/S Oro Bangor Hwy, 9/10 mi. S of Swedes Flat Rd, Bangor ermit.#_37.54 _77E (replac_e__elect---_. ser on existing site) MH 28-32-111 Permit #670-81P,E(uti1.,MH) ELEC. GAS � SUPPORT STRUCTURE REQ. COMPACTION.TEST REQ. 028-380-022 06-0465 HAINES, CARSON ORO BANGOR HWY, OROMILLE CONT: TOM'S MOBILES IAL M/H PERM FND (NEVA)%eel B07-2070 028-380-022 MISCELLANEOUS Room Addn-First Stry ENCLOSED PATIO- SUNROOM(252), , 6261 ORO BANGOR. HWY HAINES, CARSON B08-1391 ' 028-380-022 MISCELLANEOUS Storage Shed 864 SQ.FT. SHOP/STORAGE SHED 6261 ORO BANGOR HWY HAINES, CARSON f BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 6261 ORO BANGOR HWY Owner: Permit No: B08-1391 APN: 028-380-022 HAINES, CARSON Issued Date: 08/13/2008 By TMP Permit type: MISCELLANEOUS 25795 CLOVER RD Subtype: Storage Shed HAYWARD, CA 94542 Expiration Date: 08/13/2009 Description: 864 SQ.FT. SHOP/STORAGE SHED (510) 582-3090 Occupancy: Zoning: A5 0( Contractor Applicant: Square Footage: TOM'S MOBILE SPECIALTIES TOM'S MOBILE SPECIALTIF Building Garage Remdl/Addn 6366 LINCOLN BLVD 6366 LINCOLN BLVD 864 OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530) 533-9117 (530) 533-9117 864 FEE INFORMATION DBEH Building Review Fee $78.90 DBF Storage Shed Plan Check $241.16 DBFIRE Fire Inspection (SRA) $107.00 DBFIRE SRA Fire Plan Review (S $107.00 DBMSC Garage/Shop/Strge Wood F $361.74 DBOMSC Fire Safe Standards Rev $118.98 DBSMIP Residential $0.50 Total Charged: $1,015.28 Fees Paid: $1,015.28 Balance Due: $0.00 Receipt No: B8264 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License TOM'S MOBILE SPECIALTIES 865359 / C47 / 10/31/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (comment' with Section 7000) of Division 3 of the B iness and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full f r and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 08/13/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Con actor's Signat Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the State Fund 461-0000653 03/01/2009 Cartier: Policy Number: Exp. Date: Contractor's License Law.). (This section need not be completed if the permit is or one hundred ollars ($100) or less. ❑ 1 AM EXEMPT under Section B. 8 P.C. for this reason: DI CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' X 08/13/2008 compens ' n provisions of Section 3700 of the Labor Code, I shall forthwith comply with those O ers Signature Date provisi s. X 08/13/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sign ure Date WARNING: FAILURE TO SECURE WOR RS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY 08/13/2008 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner ❑ Contractor OR; DAgent for Owner Elgent for Contractor FILE COPY Lenders Address City State Zip i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (5 30) 538-2140 A. FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** APPLICANT INFORMATION OWNER INFORMATION Last Name .� FName o Mailing Address ?qS e, /1O City I e _,4�p'�'iscla. . Phone,:±Fa State %4 Zip CISSbb E-mail /V APPLICANT INFORMATION ARCHITECT/ENGINEER CONTRACTOR Name �S O 'le Address ziip ,squ, 1 City . State %4 Zip CISSbb Phone s - � 117 Fax 5 33-dt o� E-mail fi0 la tt � Co►.-� Lic. ass APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address Address City 0 ✓rel City ziip ,squ, State Zip Phone Fax E mail State License Number APPLICANT INFORMATION Nam ' --5 Address n City 0 ✓rel State c a ziip ,squ, Phone s Fax 533 �jl v E-mail APPLICANT SIGN TURF. X YJ a� /> GIS, z �' PERMIT NO. n - %39' BIN # A/4 _ q PROJECT LOCATION AP# Property Address W401 d City � ro v- 1 C✓1' 4�6 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 c Address DESCRIPTION OR SCOPE OF WORK: ,v y w. Sq FT- Living Gara a Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning --5 Flood Zone I . SRA. ja I No Occ. Type Const.'- Aq 6UfFe(/GacJ4-o Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds "PERMIT APPLICATION DATA SHEET" Reference Number: B08-1391 Date: 07/21/2008 Location: 6261 ORO BANGOR HWY By: TMP Parcel Number: 028-380-022 Sub Type: Storage Shed Owner Name: RAINES, CARSON Phone: (510) 582-3090 Description: 864 SOFT. SHOP/STORAGE SHED l El The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes `Nb SEWER DISTRICTS 171ermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 71 1960 , 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chic ,,PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS Chico Area Recreatio `istrict, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation\District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction &\ District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 E]❑ Paradise Parks & Recreation, 6626 byway, Paradise CA 95969 - (530) 872-6393 ❑ ❑ Biggs Unified School District, 300 B Street, $i gs CA 95917 - (530) 868-1281 1:1 ❑ Chico Unified School District, 1163 East 7th Stre Chico CA 95926 - (530) 891-3006 1:1 171 Durham Unified School District, 4920 Putney Drive, ham CA 95938 - (530) 895-4675 ❑ ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 (530) 846-4723 M Marysville School District, 1919 B Street, Marysville CA 9590 - (530) 741-6000 171 Oroville Elementary School District, 2795 Yard Street, Oroville C 5966 - (530) 532-3000 l El ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 8-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (53 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructs s City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: "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. Signature of Applicant: FILE Date: 07/21/2008 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: B08-1391 Job Address: 6261 ORO BANGOR HWY Contractor: TOM'S MOBILE SPECIALTIES 6366 LINCOLN BLVD OROVILLE, CA 95966 Printed: 07/21/2008 4:12 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010( $78.90 07/21/2008 $78.90 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-10101 $107.00 07/21/2008 $107.00 DBOMSC Fire Safe Standards Rev 0010-440001-4210501-10101 $118.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-10101 $107.00 07/21/2008 $107.00 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-10101 $361.74 DBSMIP Residential 1001-0-280-1011298 $0.50 DBF Storage Shed Plan Check 0010-440001-4210501-10101 $241.16 07/21/2008 $241.16 Printed By: Tammie Powell 19015.28 $534.06 Balance Due: $481.22 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These may change dur' g the plan checking process. Signature:" Date: 07/21/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: O Make sure your application is complete. D Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://muniCipalcodes.lexisnexis.com/codesibutteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1391 Date: 07/21/2008 Location: 6261 ORO BANGOR HWY Parcel Number: 028-380-022 Owner Name: HAINES, CARSON Phone: (510) 582-3090 Description: 864 SQ.FT. SHOP/STORAGE SHED Signature of Applicant: Date: 07/21/2008 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds s 0 a * "'�� E S National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 0 0 i Reference Number: B08-1391 Date: 07/21/2008 Location: 6261 ORO BANGOR HWY By: TMP Parcel Number: 028-380-022 Sub Type: Storage Shed Owner Name: HAINES, CARSON Phone: (510) 582-3090 Description: 864 SQ.FT. SHOP/STORAGE SHED By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 07/21/2008 California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B08-1391 Date: 07/21/2008 Location: 6261 ORO BANGOR HWY By: TMP Parcel Number: 028-380-022 Sub Type: Storage Shed Owner Name: HAINES, CARSON Phone: (510) 582-3090 Description: 864 SORT. SHOP/STORAGE SHED To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6226, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirem nts. 07/21/2008 Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/proti)lan.html Rev'd 5/7/07 FILE INRR r • . r 8 r I� O B D o D ~ �O e�7 N- RIF n n z irl D N o U 8 m Z Z i _C _N 0 2 O 3' s r Z _ m �y o ? n � z> r' Z > N r9 O a I m n n ? i0 Z 3 �•. N D J � 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: 6261 ORO BANGOR HWY Owner: Permit N0: B07-2070 APN: 028-380-022 HAINES, CARSON Issued Date: 10/29/2007 By KEJ Permit type: MISCELLANEOUS 25795 CLOVER RD Subtype: Room Addn-First Stry HAYWARD, CA 94542 Expiration Date: 10/28/2008 Description: ENCLOSED PATIO- SUNROOM(25: (530) 589-1154 Occupancy: Zoning: A5 0( Contractor Applicant: Square Footage: ULTIMATE PLUS ULTIMATE PLUS Building Garage RemdUAddn 3176 HWG 32 3176 HWG 32 252 CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 342-3052 (530) 342-3052 1 156 408 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Room Addition - First Stor $279.95 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Room Add -1st Story 250sf $419.93 DBOMSCF Fire Safe Standards Re $115.98 Total Charged: $1,201.55 Fees Paid: $1,201.55 DBSMIP Residential $1.89 Balance Due: $0.00 Receipt No: B5143 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License ULTIMATE PLUS 526919 / B / 06/30/2009) Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full forsp an effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/29/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED R�/ as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the 019367 05/01/2008 State Fund 713-0 E xp. Date: Carrier: Policy Number: Contractor's License Law.). (This section need not be completed if the permitis oris or ons a hundred dollars ($100) or less.) I AM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/29/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X Zt000,�0/29/2007 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 4e Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorizect authorizeto act on the property owner's behalf. r/ &)' 10/29/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for arae of -Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner 'contractor OR; FlAgent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name'I tees Fi Name n Mailing Address Q,/6 X yd O City 01, tl v � /r StaterA Zip J ' Phone 6-97' Fax E-mail CONTRACTOR Name f� M,4 RZ 1,45 Addresss7 city C'l�c ica Q 4 rC d. Zp Phone j ^3�5- Fax E-mail 4/671 014 A- — /l4IS(0(Ofte2;_S . Q Lic. # 6 Class ARCHITECT)ENGINEER Name Tamas AddressL Addre�'l JPO 1� ra Q 4 rC d. City e- Phone �.2 L StatrA ZP O h�e 84G-133?1 911rz 9 -fur Fax 9� SD E-mail Sq FT- Living G ge 0 enCov State License blumber APPLICANT INFORMATION Name AddressL City SleX_7jp5�; 3 Phone �.2 L Fax E-mail APPLICANT SIGNATURE X �i- PERMIT NO. PROJECT LOCATION API 0.7 a —356-0d2 A-6ao Property Address62 6 / CAPDd� City t- V; l'r 2070 WORKER'S COMPENSATION Policy Number /71 ,36 Carrier 'f N hiring anyoneotherter 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: i6 t'16Vet o uctf cla /-ib C o ver- SRA Yes 'No Lec-t� G.G. PcA.4 ria .90 c lose Quo 911rz 9 -fur a ve t XS6 Sq FT- Living G ge 0 enCov ❑ Structure Built.without Permits ❑ Proposed Change of Occupanc ,� V (Note previous use):. VT For office use only: Zoning Flood Zone SRA Yes 'No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIIkECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-2070 Date: 10/04/2007 Location: 6261 ORO BANGOR HWY By: KCG Parcel Number: 028-380-022 Sub Type: Room Addn-First Str Owner Name: HAINES, CARSON Phone: (530) 589-1154 Description: ENCLOSED PATIO- SUNROOM(252), AWNING(156) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No OWN DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: ❑ ❑ Other: Signature of Property Owner:L��GC.l�O /l. Gy Date: 10/04/2007 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2070 Job Address: 6261 ORO BANGOR HWY Contractor: ULTIMATE PLUS Fee Description 3176 HWG 32 CHICO, CA 95973 Printed: 10/04/2007 1:42 pm Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 10/04/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100450001-4617240-1010 $102.70 10/04/2007 $102.70 0100450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-4500014617240-1010 $102.70 10/04/2007 $102.70 DBMSC Room Add -1st Story 250sf 0010-440001-4210500-1010 $419.93 DBF Room Addition - First Stor 0010-440001-4210500-1010 $279.95 10/04/2007 $279.95 DBSMIP Residential 1001-0-280-1011298 $1.89 19201.55 $561.05 Printed By: Kourtni Graham Balance Due: $640.50 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: 4P �'� Date: 10/04/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DMCTOR 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 (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2070 Location: 6261 ORO BANGOR HWY Parcel Number: 028-380-022 Date: 10/04/2007 Owner Name: HAINES, CARSON Phone: (530) 589-1154 Description: ENCLOSED PATIO- SUNROOM(252), AWNING(156) Signature of Applicant: Date: 10/04/2007 �'► PP FILE California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-2070 Date: 10/04/2007 Location: 6261 ORO BANGOR HWY By: KCG Parcel Number: 028-380-022 Sub Type: Room Addn-First Str. Owner Name: HAINES, CARSON Phone: (530) 589-1154 Description: ENCLOSED PATIO- SUNROOM(252), AWNING(156) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 10/04/2007 Date Rev'd 5/7/07 Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/i)rotplan/protiDlan.html FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C pA'�ElVp National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2070 Date: 10/04/2007 Location: 6261 ORO BANGOR HWY By: KCG Parcel Number: 028-380-022 Sub Type: Room Addn-First Str Owner Name: HAINES, CARSON Phone: (530) 589-1154 Description: ENCLOSED PATIO- SUNROOM(252), AWNING(156) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: —Z47 zt��A /,e Title:"' FILE Date: 10/04/2007 {' ,. ai.� ... ... �. a r. k T��.. r. _.-F �s�`..t?` ^ r. j..,r;i�:.Y`ry�.......♦ s�..�u �wr �-.->-.�a.�,�.N�.y a.��n....4..t`�r.. w!'k �....-.' .-..:.+I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM Commercial/Industrial 0 New Addition District Identification No. School District certifies that (Street Address) () (City) (State) Sq. Footage 1 I Date (Payor) (Including Exterior Roofed Areas) (Zip Code) (Phone Number) has complied, th the requirements of Resolution No. ./-'D�o - 0 9 by payment of $ / representing ,sy square feet. ` B 2926 $ FULL MITIGATION $ School District Representative Paid by Check # Remarks: /U/�� /o z Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. A If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school`district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm (One form per Building) School District I (� t� Building Department No. \ Tax Rate Area No. A.P. Number iL-"3 Jurisdiction: = City E County Property Owner Location/Address Property Subdivision Lot No. Residential Development /� Q Sq. Footage No of Living Mobile Home (:�Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # Cr. Demo - ( ) .................................................................................................. '(No foundation inspection) existing sq. ft. see attached Net total sq. ft. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 New Addition District Identification No. School District certifies that (Street Address) () (City) (State) Sq. Footage 1 I Date (Payor) (Including Exterior Roofed Areas) (Zip Code) (Phone Number) has complied, th the requirements of Resolution No. ./-'D�o - 0 9 by payment of $ / representing ,sy square feet. ` B 2926 $ FULL MITIGATION $ School District Representative Paid by Check # Remarks: /U/�� /o z Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. A If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school`district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm THE 2001 ,-CML":, L::F'l:, 2004 CEC, AND 2005 ' a CALIFORNIA ENERGY STANDARDS m AMENDED BY THE JURISDICTION COP � CD JURISDICTION APPLY TO THIS i FILE C PROJECT -� w 00 CD r1�% bu�n3 pi 1 U U J. Ul A LANDING AT EXTERIOR W" war DOORS SHALL COMPLY n1"I1MGrp4>iWITH CBC SECTIONS This iPra ect is required tom 4. eet the same �r ctical effect guidelines 3 � outlinePthe attached P RC4290 � � . � ' � � f i i Require ents R Lf' W,scaT9s: •; >rd -ut . �•.? COF/B County Fire.. lwbWkflngsfnSRAa aired to have: enclosed nonc@ tit lb eaves on entire structure 4 'r screens to pmve ac lat' --� amu Ion of leaves/debris g S S ion resistant; Wont mistible, t/a'+ maximumopening u N 9d and,attic vents R• f .Vis/ 0 ro X L11 o g a a� F%.0 0 1 G s A UI i �" WAY oa DRIVE aALA 0 �• e i 'v CL 1 N �f ruo Zn N o m o _ ® t i e' PARCEL 028-034-019 5 AC es `• a� i� �^- ::y:• •}9: V' y'-4: .'.,3 i A'i. 3^;Y' {.�.�+:V ;, tet '�a _. m _ APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INPECTIONS _ BUILDING PERMIT# 02--2-0'70 ASSESSOR'S J ' PARCEL# It v O C Y i 328' 1" 1 1 a. a n -►-o aa�� 1� b �2 4 i (2):110 W.5.6 1(o" C.C.. TO 501... I D LUM5 R - 5CREW5 ARE TO SE LONG ENOUGH 5UCH THAT THEY PENETRATE 5OL ID LUM5ER SY A MINIMUM OF 1-1/2" #S x 1/2 " S.T.S. s 12 " C.C. -� EXTRUDED ALUMINUM HANGING CHANNEL WALL_ BRACKET WALL ATTACHMENT NOTES: 1. THESE CONNECTIONS ARE DESIGNED FOR LOADS NOT TO EXCEED 20 PSF SNOW LOAD AND 80 MPH EXP 5 WINDS AS DETERMINED SY THE 2001 C.S.C. _ 2. THESE DETAILS MAY SE USED FOR THE ATTACHMENT OF THE "ELITE" INSULATED .ROOF PANEL (IC50ONER501) AND MAXIMUM SPANS ARE TO SE AS SHOWN ON DRWG#e51010. 0 --1 Ido. C047�7 122_31-0 CAM. �FCAi. SICNED: 8-4-06 INFINITY ENGIl 9198 GREENBACK LANE, $200 ORANGEVALE, CA 95662 SCALE: AS NOT D U � � DATE: 5-4-06 PRODUC (921NG4839L .P . (91(o) 981-1669 (FAX) ,UN . BY: JEH 5, INC JOB NO: 06-254 INSULATED ROOF PANEL TO WALL ATTACHMENT . DETAIL SNEL T 10F 2 ' c oG-may �f-CL� CONiJ tC-TjOnJ - Vin" 1`�� PE?n1�.L TD 1'�ov-a�/P�JJc.D/�y� G�%3-Z(. _D�sl au -o- LoR-z5 aU .P tb'F': . M.4 x LS�0 w o 2 L I v �Z� :1vI PFl- AXP iB - Lc� 11J� ELI t -e- ALLNMtiuow, Co2P Z)AgnA-w)A a t� '5s-)Z)/o- -MAX S1a/O_—MAX 5PAA� Or- )5 Zl -� Il �� zo-* Loll - Co" cot/ -T 2 fo PL -r b3of>= zr, .: .D; ?'Cj 130 fLF t� S inc. �w f- Lir O `t 3 "/b -Fr/s�- --�`-1 SP a,- IBSS c- G. I ciclNVQlc-e� TZ-) WOOD L -:leo tJ 6(-r—tr.J S Lc>4�XTd- Tb Be S O L i -i'.. T�-1—A�' 'I— I' y �1= tJ E"j7L� f 2✓ �� 1�-! t s V n-� t� wt OT- 1��I�L1-c' L.VMBtT INFINITY ENGINEERING, L.P. 9198 GREENBACK LANE, #200 ORANGEVALE, CA 95662 YZ- ER -2640P GENERAL NOTES AND SPECIFICATIONS: 1. ALUMINUM DESIGN AND STRESSES ARE PER THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND THE LATEST EDITION OF THE ALUMINUM CONSTRUCTION MANUAL. 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2.500 P.S.I. CONCRETE SLAB SHALL HAVE 3 12" MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING PRESSURE - 1,000 P.S.F. 5. ALL STEEL MEMBERS SHALL BE HOT41P GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO A.S.T.M. A446, GRADE C. UNLESS OTHERW1SE NOTED. 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL, CADIUM OR ZINC PLATED. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1116" MAXIMUM. 7. EXPANSION BOLTS SHALL BE "HILTI KWIK-BOLTS" PER I.C.C. ER- 4627, RAWL DRIVE ANCHOR PER ICC ER -5225, OR EQUAL. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF SIX BOLT DIAMETERS. S. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS'OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, I.E., PROJECT, POST SPACING, FOOTING DETAIL, ETC. 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTION AREA OFTHE LATTICE, RAFTERS, BEAM, ETC. PER I.C.C. CRITERIA. 11. FREESTANDING PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL. 12. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED COMPLYING WITH APPENDIX CHAPTER 31, DIVISION 111, OF THE 1997 UBC. 13. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 if U 'l"l*E COUNTY OCT 0 4 2007 DEVELOPIV1L,4T 11SERVICES NOTES:- ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED of No. 3 P 8 -3G -200i J {{ ;-- FESS l0 MES G.,c NO. 21543 EXP. 9-30-2007 s CI'vi� of CA1-�FO�� I.C.C. E.S. EVALUATION REPORT NUMBER DRAWN BY: K.K. DATE: 11/1312002 FOX ENGINEERING INC. Y JAMES G. FOX, CIVIL ENGINEER LIVE LOAD � PATIO COVER SYSTEM AS MFG. BY: SHEET ER -2640P SCALE: NONE 8000 TELEGRAPH RD., OOWIJEY, CA 90240 GENERALNOTE6 10, IO 8 ]0 Psl MORIZ VNND a DURALUM PRODUCT$, INC. 1 OF 30 REVISED BY: K.K. 6 D.P. 502 E08-1337 FAX:927.2509 bxE Aolmail.com 70, BO 8 110 MPN 3289 ALPINE AVE., SACRAMENTO, CA 85328 (916) 452-7021 FAX 1011518 sales®durelum.wm J0° SOLID PATIO TYPES ATTACHMENT CHANNEL No. 21613 4 ALUMINUM SEE DETAIL ONc'TH OF S ATTACHMENT CHANNEL LfN DIP• GJP2007 -ROOF PANEL OF S FOR EE SCHEDULE T Uc Nf PRa T OH F f CS S VARIES SEE SCHEDULE SEE DETAIL FPRQ (TD BES SST AR)fS )� CINV # p.� O FOR SPANS N�FENCLO O.H. VARIES, SEE SCHEDULE O. O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE —/ T OPTIONAL: CANTILEVER BEAM 'SEE DETAIL FOR SPLICE 1 12" SQ. SCROLL POSTS ff SCN NGs SEESCHEDULE SP 4CINGR 172- SQ. SCROLL POSTS. EF CNF��NG SEE ISCH SCHEDULE FOR ON L VER BEAM 3 12" SLAB ATTACHMENT O.H.11 SES:.. POS SPACING MAY IT USED WHERE inAggT h = 3 12' SLAB ATTACHMENT OH ALTERNATE: PERMITTED. SINGLE POST 4C/NG MAY BE USED WHERE ALTERNATE: EkCEEO I h SEE SCHEDULE SEE SCHEDULE PERMITTED. SINGLE POST T.SpgCn NOTE qO SPLICE AT THIS SEE SCHEDULE SEE SCHEDULE'S NG POST JD AT END BAYS. NOTE: 10 SPLICE AT FOOTING WHERE REQUIRED i��®� I y'rq POST AND AT END BAYS IS SEE SCHEDULE FOR FOOTING•CUBE SIZE' t OOING WHERE REQUIRED NOTE: EACH COMPONENT IS INTE - ,J AC, EDULE FOR FOOTING CUBE SIZE CHANGEABLE WITH ANY OTHER /` > �. NOTE: EACH COMPONENT IS INTER- COMPONTENT UNLESS OTHER SEP$ - O . CHANGEABLE WITH ANY OTHER d1y COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORTIO �� TYPE "B" ATTACHED MULTISPAN' W/CANTILEVER OPTION ALUMINUM LCAIGN OFF PANEL EX�,- :9-30-,'.067. SEE SCHEDULE O.H. S7RUC�RFV 7.�'�•JfA�, NUM LfNG�OFST FOR SPANS (Sw 7 CIM � �,�q EEy CHEDULL O.H. RUC�Rf V A1AYNpT �b • E les OR SPANS (AtAYNOTeSENCLOS, OPTIONAL: O' SPAM BffNClpsfp) O.H. VARIES, SEE SCHEDULE OPTIONAL: O.H. O.M. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE S Sp OPTIONAL: CANTILEVER BEAM 1 SQ. POSTS. SIZE VARIES SE CNfO� SEE SCHEDULE POST SPACINGR SQ. POSTS. SIZE VARIES Po SCpAC7NG SEE SCHEDULE FOR VER BEA 3 12" SLAB 011 NEOVLES O PAST SPACING MAY BE USED ALTERNATE: IN 3 12" SLAB N. III 7n 'TO CONSTRAIN SINGLE POST SPAC/NG MAY BE USED ALTERNATE: 1nE'Og !r FOOTING, SEE SEE SCHEDULE TO CONSTRAIN SINGLE POST T �CIS SCHEDULE NOTE O SPLICE AT THIS FOOTING, SEE SEE SCHEDULE POST D AT END BAYS. SCHEDULE NOTE: OSPLICEA POST D AT END BIS. Ill FOOTING WHERE REQUIRED . SEE SCHEDULE FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER -NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER 12 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION 1. C. E.S. EVALUATION DRAVWM BY: K.K FOX ENGINEERING INC. REPORT NUMBER DATE: 11/2312002 JAMES G. FOX. CIVIL ENGINEER LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: ER -2640P SCALE: NONE >; 6060 TELEGRAPH RD., DOWNEY, CA 90210 10: 20 6 30 pel DURALUM PRODUCTS. INC. SHEET REVISED BY: KK 6 D.P. HORIZ. WND • 5269 ALPINE AVE., SACRAMENTO, CA 95626 2 OF 30 (set) 505,1»7 FAX:927.2509 to:enp nolma9.ta 70. 90 6 110 MPH (916) /52.7021 FAX i02-1519 aalal0CuraNm.com ice No. onAa14 ��L RAFTER, SEE TABLE y SIZE AND SPA014G , OPEN LATTICE TYPES MAX. SCHEDULE ' SE 9CNEDlAE `� _ 'KY MA%. PR OJ. 9EE SCHEDULE ' 6EE SCHEDULE NOTE: THIS OPEN LATTICE-TYPE STRUCTURE' ' \ MAY NOT ENCLOSED. \ 1-� RAFTER,SEETABLE . P ST EIGHT FOR SIZE. AND SPACING y q� 9EESC EDULE y ® .. PO\ HEIGHT . LENGTH OF STRUCTURE VARIES � SEE HE ULE 10 T OST WITH SIDE, fD PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- ' CHANGEABLE WITH ANY OTHER 3 N7`9lABATTACHMENT MAY BE USED VMERE q` POST WITH SIDE. COMPONTENT UNLESS OTHERWISE SHOWN. `r PERMITTED. �, f ly PUTESSEEO T It .Ll SEE SCHEDULE OPEN LATTICE-TYPE PATIO COVER FoonNcymEREFOOTING C BE BCHED. FOR FOOTING CUBE BILEt'l NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER 3lir BUB ArTACHMEHi MAYBE - 6LE CAMS NOTE: THIS OPEN LATTICE-TYPE STRUCTURE ' , COMPONTENT UNLESS OTHERWISE SHOWN. USED WHERE PERMITTED. TYPE "E" ATTACHED SINGLE SPAN LATTICE MAY NOT BE ENCLOSED. STRUCTURE FE sslo ' E9 p ,� SEE BCMEDULE FOO"NOVMEREREOUIRED, SEE SCHED. FOR �`� '' + TYPE "F" ATTACHED MULTISPAN FOOTING CUBE SIZE LATTICE STRUCTURE N 315�J m . .. Ex 0.362007 D MASCHEDU. PRCU. NOTE: THIS OPEN LATTICE-TYPE STRUCTURE SEE SCHEDULE � RAFTER, RSIZEEE LE NOTE.TMS OPEN UTi10E•TYPE STRUCTURE S MAYNOTBEENCLOSEO. .. �r CIVIL MAx. PROJ, �r SEE SCHEDULE MAY NOT BE ENCLOSED. ANFOR SPACING `6T ,C `,d'FCAUf {gi{•�l �'+'^`<MIj• -•- ` RAFTER TABLE • � W %i�^,e7 G.. �� 11�, •SEE SIS `•) \ AND SPACINp . 09T HEIGHT SE EDULE f` d a BE EDULE LENGTH OF STRUCTURE VARIES p� i . F N L•:%_`M�� ' OST CROSS-SEC `1 OF STRUCTURE O SEE POST DETAIL. p'CENOTH VARIES NOTE: EACH COMPONENT IS INTER- J 1? SLAB S� 3n POST CRR SEE PIC'. OETN S3ECTION, CHANGEABLE WITH ANY OTHER COMPONTENT MAY BE USED r4� UNLESS OTHERWISE SHOWN. r TOCONSTRAIN ' OPEN LATTICE-TYPE PATIO FOOTING, SEE 9CHEOULE NOTE: EACH COMPONENT IS INTER- 31/7` SLAB MAY BE USED .COVER SCALE M! FOOTINOW REOU CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. F TOCONSTRAIN FOOTING. SEE SCHEDULE TYPE "G" FREESTANDING SINGLE SPAN FOR SEE SCHED. FOq FOOTING CUBE TILE CU LATTICE STRUCTURE.. "H" FOOTING WHERE REQUIRED SEE SCHEO. FOR FOOTING CUBE I.C.C. E.S. EVALUATION DRAWN e23 TYPE FREESTANDING MULTISPAN LA TICE STRUCTU6RE REPORT NUMBER DATE:: K.K. FOX ENGINEERING INC. - _ ER-2840P .SCALE: NONE NONE JAMES G. FOX, CIVIL ENGINEER. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: REVISED By: K.K. d D.P. X BOBO TELEGRAPH RD„ DOWNEY, CA 90240 0 10, 20 6 30 p!1 t OURALUM PRODUCTS, INC. SHEET T (5B2) BOB-1337 FAX:9Z7.2509 foxenp Rolmaff.com HOR WIND 70, IR Z. 110 MPH a26OU ALPINE AVE., SACRAMENTO, CA 95B2B 3 OF F 0 Joe (BiB) BS2.7031 FAX !011519 sakl�duntum.mm PANEL SPANS AND OVERHANG FOR PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS 25" I- .67" = 3$TFfl t 40 �7^ � .7T 09R. (I. S.) 6T 40 -1 FZ t-- .25" s 40" ALL UNMARKED RADII .06R -�� 2.46" 1.70 4q^ 25- _ e 1.us 11eo)• .40"1-- 25 45 ofIi 1.48' 40" 1 35" TMP' 1.175 T•6EE TA9L rRFIOW 40" qp•• .75" 75" 3.00 4.50 4.50" -� -' 4.50" 4.50" 3.00" 7.25" .7s I 24.00" ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL 24" TRI='V" PAN 8"x2 1/2" FLAT PAN W/(2) -V'S ALUM. ALLOY 3004-H36 OR EQUAL 12" x 3 1/2" W PAN ^ L.L.= (PSF) 10 PANEL T" (IN.) .018 70 MPH SPAN ./ L' LI>IEL10 "� L°` ,-/ 1'9�2Q"l61 N 90 MPH 110 MPH T (IN•) .020 70 MPH 90 MPH 110 MPH 5'-5" T (IN.) IN. .020 70 MPH EL 90 MPH AVE., SACRAMENTO, CA 95626 . FAX 40}1519 salee@OunNm.com 12'-1" O.H. 4!-0" SPAN . 12'-1" O.H. 4'-0" SPAN 81-0" O.H. 2'-6" SPAN 12'-10' O.H. 4'-2" SPAN 10.5" O.H. 3'-T' SPAN 8'-4" O.H. 7-1 t" SPAN 15'-9" O.H. 6-6" SPAN O.H. 110 MPH SPAN O.H. 1r-9" 4'-5" 10-3" 3'-7" '3_2" .024 15'-0" 5'-2" 14'-0' 4'-8" 91-0" 3'-0" .024 14'-1" 4'-T' 13=7' 4'-4" 10'-T' 3'-8" .024 .024 1g-0" • 6' 6" 15'-7 5'•5" 12'-6" 4-4- ' 4" 11'-3" .032 .0 1T -O" 5'-11" 1T-0' 6-8" 10-0" 3'-6" .032 15'-5" 5'-1" 15'-5"• S-1" 15'-0" 4'-11" .032 .032 20-6"' 'r-- 3'-8" 10'-0" 31-6" .032 - ORANM BY: K.K. DATE: 11/23/2002 SCALE: NONE FOX ENGINEERING INC. JAMES G. FOX, CIVIL ENGINEER \� �- �qT PANEL ./ L' LI>IEL10 "� L°` ,-/ 1'9�2Q"l61 N E9 C.F i REVISED 6060 TELEGRAPH RD., DONMEY, CA 90240 �1T� .040 16_7 5'-5" 16'-T' 5'-5" 16'-5" T-5" ynND ];l_ d' PH AVE., SACRAMENTO, CA 95626 . FAX 40}1519 salee@OunNm.com 14 -9 5-1 Ir -2" 4'-3" .040 22'-9" T-11" 16'-5" 5'-9' 13'-6" 4'-8" 20 .018 9_2" Y-2" 8'-9" 3'-0" 814" 2'•6" .020 g.10- '3_2" 9'-10' Y-2" 8'-4" 7-g' .020 12'47' a'-2" 1z -O" d' -z" 1 z' -o" 4--Z- .024 10-0" 3'-8" 10-4" 3W g-0" 31-0" .024 11'-3" 3'-8" 11'-3" 3'-8" 10-T 3'-5" .024 14'-0' 4'-10" 14'-0" 4'-10" 14'-0" 4'-10" .032 13'-3" 4 -6" 11'-9" 3'-8" 10'-0" 31-6" .032 174" 4'-0' 12'4" 4'-0 12'x" 4'-0" . .032 16'-0" 5'-7' 16'47' S'-7" 16'-0" 5'-7' .040 13'-3" 4'-4" 13'-3" 4'-4" 13'-3" 4'41" .040 1T-0" 5'-11" 1T 0" 5'-11" 1T-0" 5'-11" 30 .018 T-0" 2'-6" T-6" 2'-8" 81-0" 2'-6" .020 g_1^ 2'-e" 8'-1" 2'-8" 8'-1" 2'-8" .020 10'-0" 3'-6" 10'-0" 3'-6" 10'-0" 3'-6" .024 032 9'-0' 10'-10" 3'-0" 3' 8" 9'-0" 101-10" 2'-11" 3'-g 9-0" 101-0" 3'-0" 3'-6" .024 Q32 9-4" 10.10" 31_1" 3'-T' 7-4" 10'-10" 3'-1" 3'-T 9'4" 10'=10%S 3'-4•", , •'` ..02.4-. = Cay 12'-0" s �'` �� 4'-2" 12'-0" 4'-2" 12'-0" 14'-0" 4'-10" 12'-6" 4'-4" I.C.C. E.S. EVALUATION REPORT NUMBER ER -2640P ORANM BY: K.K. DATE: 11/23/2002 SCALE: NONE FOX ENGINEERING INC. JAMES G. FOX, CIVIL ENGINEER \� �- �qT PANEL ./ L' LI>IEL10 "� L°` ,-/ 1'9�2Q"l61 N E9 C.F i REVISED 6060 TELEGRAPH RD., DONMEY, CA 90240 �1T� � 040 3-10" 11'-8" 3-10" .L"8. " -0^V."w 00 14• i-!+ 14'-6" 21S43 9.507007 ynND ];l_ d' PH AVE., SACRAMENTO, CA 95626 . FAX 40}1519 salee@OunNm.com 14'-6" ' .f1 EE Cd'9 61. * (• I all CIVR �P I.C.C. E.S. EVALUATION REPORT NUMBER ER -2640P ORANM BY: K.K. DATE: 11/23/2002 SCALE: NONE FOX ENGINEERING INC. JAMES G. FOX, CIVIL ENGINEER \� �- �qT PANEL ./ L' LI>IEL10 "� L°` ,-/ 1'9�2Q"l61 N PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. SHEET REVISED 6060 TELEGRAPH RD., DONMEY, CA 90240 �1T� SPANS vRfLS 6269 ALPINE 4 OF 30 1(916)452-7021 BY: K.K. d D.P. (582) 606-1737 FAX:927.2509 toxelp®Aotmall.eom ynND ];l_ d' PH AVE., SACRAMENTO, CA 95626 . FAX 40}1519 salee@OunNm.com PANEL FASTENERS 70/90/110 MPH 12' HEIGHTS. .075" .750" .860" V 24" 300" 24"TRI='V" PAN 440,. .265" 240" 07 ' L.L.=PSF 70 -MPH 90 -MPH' 110 -MPH 40" 1¢ 98S.M.S. #10 S.M.S. .#10 S.M.S. 76.0000"" 20 #10 S.M.S. ..#10 S.M.S. #12 S.M.S. R9.250 OPTIX® PRODUCTS ACRYLIC PER _ I.C.C. E.R. 5411 OR EQUAL F•".e �ovessbti 30 #12 S.M.S. #1.2-S.M.S. #12 Sf _ qyk- ' SKYLIGHT DETAIL- 1 + W No. 21543 CcN. u 543 XF..:� ,,gip -2007 g`e C vll- 1T 12" x 3 1/2" W PANEL. j SCHEDULE OF ALLOWABLE SPANS FOR 8"x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS 70 -MPH 8" PANEL SPANS 10 r-.020" t=.024" t=.032" t=.040" #10 S.M.S.. l '10 30 #12 S.M.S. #12 S.M.S. LIVE LOAD 10'-2^ 12.9., 13'.-4^ 14._x,.•. 20 SCALE: NONE REVISED BY: K.K. 6 D.P. 1013.. 11'-4,. 12._3„ 10, 20 a ]o psl DLIRALUM PRODUCTS, INC. SHEET 10._8" . EXP. cs 2W sr cNil # ,rEOFGtif� ' USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS L.L:=PSF 70 -MPH 90 -MPH 110 -MPH . 10.1 #8 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10-S.M.S. #10 S.M.S. #12 S.M.S. 30 :#12 S.M.S.1112 S.M.S. 412 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER c L.L.=PSF 70 -MPH 90 - MPH 10 #8 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S.. 8"x2 1/2' FLAT PAN W/(2) -V'S 30 #12 S.M.S. #12 S.M.S. 110- MPH #10 S.M.S.- #12 S.M.S. ,. #12 S.M.S. I.C.C. E.S. EVALUATION REPORT NUMBER DRAWN BY: K.K. FOX ENG INEERINGINC. ER -2640P DATE: 111232002 F JAMES G. FOX, CIVIL ENGINEER LIVE LOAD PATIO COVER SYSTEM AS MFG: BY: SCALE: NONE REVISED BY: K.K. 6 D.P. 8080 TELEGRAPH RD„ DOWNEV, CA 90210 PANEL FASTENERS 10, 20 a ]o psl DLIRALUM PRODUCTS, INC. SHEET 582 808.13]7 FAX:927.2509 foxes 9olmafl.wm HORIZ WIND - 70, 90 8 110 MPH1(916) 5289 ALPINE AVE., SACRAMENTO, CA 95828 5 OF 30 orasol� X52.7021 FAX 203-1519 selesSduralum.eom RAFTER SPANS AND OVERHANG FOR OPEN LATTICE PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS ALUM. ALLOY 300/-H36 L� 2. OR EQUAL (� MAX. 2- 8.5' 7.0' 8.0* ALUM. ALLOY 3004-H36 F' M,ES 0.,� ALUM. ALLOY J001-H]6 r 1 OR EQUAL .024• .024• OR EQUAL .042' + Q .032• —� > .032' NO. 21341 ' FXP. 9-30-2007 s rt'OF V.y1N�. 2 x 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER L.L.- RAFTER'T" 16" O.C. 24" O.C. T � 16" O.C. 24" O.C. T. ' 16' O. C. (PSF) (IN.) SPAN O.H. SPAN O.H. (IN.) 24" O.C. SPAN' O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. .024 15'-0" 4'-0" 14'-0" 4'-0" .024 21'-0" 4'-0" IT-4" 4'-0« 042 2 p-0" 4' 0` 10 21'4.r 4--g- .032 191-0' 4'4r 18'-0" 4'-0•• .032 21'-0" 4'-0" 20'-2" 4' 0 20 1024 10'-8" 3'-09' " -0" 3'-0" .024 14'-0" 4'-0" 12'-3" 4'-0" .042 19-6" q•0^ -. 1T-1" 4'-0" .032 14'-0" 4'-0" 17-1" 4'-0" .032 19-0" W-W. 16•-6" 4'-0" 30 024 8'-10" 3'-0" T-8" 2'-6" .024 13'-2" 4'-0" 10'-03'-8" .042" 1 T-0" 4'-0" 14'-3" 4-X . .032 i t'-10" 3'-10" 5 032 16-0" 4'-0" 1 p -g- 4'-0" TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT) PROJECTION �� 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 k k�u O.H. SPAN 4 4 5 S 6 6 7 7 B 8 9 9 10 10 10 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 11 6 6 7 7 8 8 9 9 10 10 1/ 11 12 12 Q 12 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 13' TRIBUTARY TRIBUTARY= WIDTH 1R SPAN • O.H. 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 14 . 12 12 13 13 14 14 15 15 15 13 13 14 14 15 15 16 16 16 7 15 ]5� 16 q161�7 17 17 NOTE: TRIBUTARY ON MULTIPLE SPANS IS — — EOUAL TO CENTER SPAN TO CENTER SPAN 8• — — 17 18 18 18 9' — — — — — — — — — 19 19 I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOXENGINEERINGINC. REPORT NUMBER DATE: 1121/2002 L E LOAD • PATIO COVER SYSTEM AS MFG. BY: JAMES G. FOX, CIVIL ENGINEER S--j HEET ER-2640P SCALE: NONE . S' 6060 TELEGRAPH RD., DOWNEY. CA 00240 RAFTER SPANS 10, 20 6 JO psl DURALUM PRODUCTS. INC. 6 OF 30 REVISED BY: KK. 6 O.P. (562) 6061377 FAX:927.2509 loxenp holmall.00m 70 90HOR16 Z. 110 MPH 6269 ALPINE AVE., SACRAMENTO, CA 95628 roe W ormm. 11016)452-7021 FAX 403-1519 sales®0uralum.tom HANGER CHANNELS .AND MOUNTING BRACKETS . ALUM. 3004-H36 WALL FASTENERS x 1.50 D6". SEE TABLE 300 t= 0.04" ' .0101,x90" .. 202" 25"R (2) DIA. ®PANEL 563" LOCKS OR AB SMS tv r7 261" AT EA. CONTACT WALL f° FASTENERS 720" r �G ALUM.ALLOY–i CONTINUOUS A- RAIL 6063-T6 RUOF PANEL (WHERE OCCURS) A0601 3 ALUM.ALLOY 1.75' O y 6063-T6 ROLL'FORMED HANGER 010SMSGEA.CONTACT 'u5 B �— - EXTRUDED HANGER CHANNEL WALL CONNECTION O R.F. OR EXT. HANGER CHANNEL, 2x OR 3x ' HANGER/ RAIL FASTENER TJ FASCI RAFTER BRACKET. A, WALL (STUD, MASONRY OR CONC.) \ WIND AT 2. FASCIA AT D78 . .2.740" .633" DESIGN - W/-SIMPSON A35 --M CUNNECTIOMS. 415" 4" T=.060" SOD STUD LIVE LOAD" WALL FASTENERS CA 90240 ANDBRACKET SEE TABLE' DURALUM PRODUCTS, INC. ET Ixe ftolmi 0.e�o�� ' ATTACHMENTS 16" O.C. w CONCRETE 0 70 LL=10 LL -20 0 APPROVED 3" LL=20 LL -30 ALUM.ALLOY INSUL.:-ROOF PANEL LL -30 3x ALUM. RAFTER 6=—_� A C C 3" HANGER H H C FASCIA BOARD 90 110 #10 SMS T&B 1.880" AT t 2^ o.c. , EXISTING EAVE CONNECTION EXIST. RAFTER 7FTER SIZE SPACING OV 4* FULL OR 16" O.C. 2"x 4" FULL OR 24" O.C. 2-XG"FULLOR'y4. O.C. 2"x8"NOTCHED 2"x8" FULL 24" O.C. NOTE: 10, 20 & 30 L.L.= 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHE NEEDED TO EXIST. WALL AT WD. STUDS (16" USE: 1 (2)-3/8"Ox5" LAGS 3" APART VERT. AT 16" 6.0 /) THE INSTALLATION OF LAG SCREWS & WOOD SC 1 ACCORDANCE WITH THE NATIONAL DESIGN SPE61 11.1.2. . DESCRIPTION OF LAG SCREW SEE NOTE BELOW) wZ A=1/4"0x1 1/2"(✓1112"O.C. E=3/8"(Jx2 me (gib-O.C. J=114"Ox1 1/8"016"A.B. F w 8=3/8"Ox11/2"(Q/16'O.C.' F=7/16"0x21/2" 16"O.C. Q a C=318"1x11/2"Q12"O.C. G=7116"0x21/2"@12"O.C. K=1/4"0x11/8"�12"A.B.' O u- D=.7/16"Ox11/2"Q12"3.C. H=3/8"Ox2 1/2"(P 1 2"O.C. ALLOWABLE DECK / RAFTER SPAN 10# L.L.=(2)#8 SMS EA. SIDE RHANG LL�10 1 1/2" 20#/3D#L.L.= 2 10 SMS EA. SIDE LL=20 LL=30 \ 4--3" _ 2� 2.5" 2'-0" 17•-5" 9. 1" 6-6. 2'-0" 2391" 22,_1. 17_5" 3/16" 8" Q STEEL " f O 1r1'e HOLES,TW. 12 NOTE: PROVIDE WATER' 2x6 112" 8 PROTECTION. METAL FLASHING 5" IN. OR 8" C CHUCK JOINTS AND SLOPE RAFTER I TO DRAIN I TYPICAL BRACKET /4" OR 1 1 /2" 1 1/4" 4" O _ _ MAX. GIST. \ TO FIRBT POST' COVERSUPPORT BEAM OR WALL EAVE LENGTH 17-0" 2-#20x3" WD. SCREWS L.L.=20 "• " --- 4�g 8 30 PSF NO. 21513 m EXP. a3o-2001 = 2.11144 3/4" WD. SCREWS ALL * OTHER DESIGN LOADS. PP !� r, i. R REQLIIREDTOBE(N �Q�oFCAUFD"'� IV RAFTER TO noy iJy4s1,'s��Yibivl WALL CONNECTION 3 1 0 f"1f2� ra n a 0 g" I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING.INC. REPORT NUMBER DATE: 11/13/2002 T REVISED BY: JAMES O. FOX, CIVIL ENGINEER ER-T640P SC BY: K.K. 8 D.PE060 TELEGRAPH RD., DOWNEY, ' .ONE• 562 806.1737 FAX -927-2509 I 1121 W.S. NOTE: PLACE'SIKA FLEX' OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL OBRACKET CONNECTION PATIOCOVER ' NOTE:BRACKET MAY BE MOUNTED BELOWRAFTER Wl DESIGN - W/-SIMPSON A35 --M CUNNECTIOMS. " SOD STUD LIVE LOAD" AT MASONRY OR CA 90240 ANDBRACKET 10, 20 6 39 ps! DURALUM PRODUCTS, INC. ET Ixe ftolmi 0.e�o�� ' ATTACHMENTS 16" O.C. 8289 ALPINE AVE., SACRAMENTO, CA 85829 30 CONCRETE ALUM. PANEL 2x OR 70 LL=10 LL -20 LL=30 LL=10 LL=20 LL -30 LL -10 LLd20 LL -30 3x ALUM. RAFTER A C C E H H 1 FASCIA BOARD 90 110 B C D C E H H J J J K K ' EXIST- EAVES, RAFTER ALLOWABLE C . C G H H PROJ., - EXISTING EAVE J J K' EXISTING EAVE CONNECTION EXIST. RAFTER 7FTER SIZE SPACING OV 4* FULL OR 16" O.C. 2"x 4" FULL OR 24" O.C. 2-XG"FULLOR'y4. O.C. 2"x8"NOTCHED 2"x8" FULL 24" O.C. NOTE: 10, 20 & 30 L.L.= 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHE NEEDED TO EXIST. WALL AT WD. STUDS (16" USE: 1 (2)-3/8"Ox5" LAGS 3" APART VERT. AT 16" 6.0 /) THE INSTALLATION OF LAG SCREWS & WOOD SC 1 ACCORDANCE WITH THE NATIONAL DESIGN SPE61 11.1.2. . DESCRIPTION OF LAG SCREW SEE NOTE BELOW) wZ A=1/4"0x1 1/2"(✓1112"O.C. E=3/8"(Jx2 me (gib-O.C. J=114"Ox1 1/8"016"A.B. F w 8=3/8"Ox11/2"(Q/16'O.C.' F=7/16"0x21/2" 16"O.C. Q a C=318"1x11/2"Q12"O.C. G=7116"0x21/2"@12"O.C. K=1/4"0x11/8"�12"A.B.' O u- D=.7/16"Ox11/2"Q12"3.C. H=3/8"Ox2 1/2"(P 1 2"O.C. ALLOWABLE DECK / RAFTER SPAN 10# L.L.=(2)#8 SMS EA. SIDE RHANG LL�10 1 1/2" 20#/3D#L.L.= 2 10 SMS EA. SIDE LL=20 LL=30 \ 4--3" _ 2� 2.5" 2'-0" 17•-5" 9. 1" 6-6. 2'-0" 2391" 22,_1. 17_5" 3/16" 8" Q STEEL " f O 1r1'e HOLES,TW. 12 NOTE: PROVIDE WATER' 2x6 112" 8 PROTECTION. METAL FLASHING 5" IN. OR 8" C CHUCK JOINTS AND SLOPE RAFTER I TO DRAIN I TYPICAL BRACKET /4" OR 1 1 /2" 1 1/4" 4" O _ _ MAX. GIST. \ TO FIRBT POST' COVERSUPPORT BEAM OR WALL EAVE LENGTH 17-0" 2-#20x3" WD. SCREWS L.L.=20 "• " --- 4�g 8 30 PSF NO. 21513 m EXP. a3o-2001 = 2.11144 3/4" WD. SCREWS ALL * OTHER DESIGN LOADS. PP !� r, i. R REQLIIREDTOBE(N �Q�oFCAUFD"'� IV RAFTER TO noy iJy4s1,'s��Yibivl WALL CONNECTION 3 1 0 f"1f2� ra n a 0 g" I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING.INC. REPORT NUMBER DATE: 11/13/2002 T REVISED BY: JAMES O. FOX, CIVIL ENGINEER ER-T640P SC BY: K.K. 8 D.PE060 TELEGRAPH RD., DOWNEY, ' .ONE• 562 806.1737 FAX -927-2509 I 1121 W.S. NOTE: PLACE'SIKA FLEX' OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL OBRACKET CONNECTION PATIOCOVER ' NOTE:BRACKET MAY BE MOUNTED BELOWRAFTER Wl --M CUNNECTIOMS. " HANGER CHANNEL' LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: CA 90240 ANDBRACKET 10, 20 6 39 ps! DURALUM PRODUCTS, INC. ET Ixe ftolmi 0.e�o�� ' ATTACHMENTS HORV-WNO • 70, 90 8 110 MPH 8289 ALPINE AVE., SACRAMENTO, CA 85829 30 t918) 452.7021 -FAX 403-1519. gvM3gdurmIum.Com1:7OF ' mmoN -COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS USE 2 EA. 6" APART MAX. 1.50" 1.50" 1.50" -� s.00"sQ. � •• I a,o sons 024•• Q24.O.C. .28"' F EA. SIDE 032" 6.5" 3" ' 3" ALUM. �. .032" O 024 A B 5/8"PLASTIC PLUG TWIN POST 3" SQ ALUM. POST 3 1.5" SQ. ALUM. POST ALUM. WITH SIDE PLATES . ALLOY$004- _ O ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 1.50" 1 S2" BRACKET ALUM. ALLOY 3.00" OR SQ. POST IIS 911ONG 6063-T5 2.40" ,r (2) EA. ' ___fAT 1.375" I 3.00" SQ. � � 3.00" SQ. r.11 .oat� O 14"R TYP. .048"STEEL 26" O O UM. ALLOY 3004-H36MAG POST 3" SQ. STEEL POST 3" SQ. ALUM. POST ALUM. ALLOY 6063-T6 1 1/2 7/16.OHOLE .050"ROLL�ORM 1.50" 0 O 75" 062" �_L�, I� ASTM A653 SS GRADE 40 STEEL INSTALL WASH. PLATE 1-1/2" SO. x 3/16" VVHEN USING IN 110 MPH WIND AREA MATERIAL: 3004-H36 ALUM. Q ROLLFORM 6063-T6 ALUM. Q EXTRUDED "U" BRACKET 1.50--l'. INSTALL WASH. PLATE 15/" x &16"x 5 W WHEN USING IN 110 MPH WIND AREA .070" BRAD rALUM"T"`BRACI /1.60" .070" TYP FOR 3" POS .157" TYR USE FOR3" POST q 2- 5/16"0 HO I. =3"S .x1.188" •3"SQ.XI=.250" II 14"SQ.x(=.188" =5"SO xt= IRR" -SQUARE STEEL POST ASTM A653 SS GRADE 40 .y 2FLANGES 2 1 /8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES 21-7/16"0 HOLE 8 2-3/8" HOLES TYP. EA. SIDE 5 STEEL "T' BRACKET 6. -". 2 1/8' "IP BRACKET 1 1/2' SO. POST MAX.W14-NIO SMS OR f' 3t I MAX. 1 Ire 40. POSTS SHOWN ,.., 1- 1/4"O M.B. EA. ♦♦qq >` 1 _ POST. 2 1 1 1l!' MIN. FROM ti,✓. - '{cY1 i 1 -'BRACKET I CENTER OF BOLT c-y� -'.1-. •t•`"'%j^ 11040 Q3"SQ. POST W/ TO END OF POST (2)-010 SMS EA. A GPL. (AS") SIDE OF POST OR �11/16"0 ROD 1/4" M.B. THROUGH STL. y18" POST Ila -e• 2 {. I V y 14 AUGER PARTS PAINTED1 Irl"TWIN POST: 20 "RUST-O-LEUM" OR EQUAL 20" 011-1/4"0 M.B. c C OR HOT DIPPED GALVANIZED PER POST (2 -TOT.) 2 Ilia 2 Irr ?,to FE SSIOA, 4d v' OR ELECTROPLATED 3"SO.POST BRACKET: a 7 GA. STL. 3'II,ES C„c.4” DIA. 9 GA. (1)-1/4" 0 M.B. PLT. AS7MA36 + ASTM AJ6 HELIX PER SIDE (2 -TOT.) i No. 215433/16" NOTE: 9•a16•x7GA. SINGLE PASS WELDED MAYBE USED WITH STEEL PLATE P. 9.30.2007 * ('AUGER ANCHOR 1 1/2 -SO. TWIN POST i AUGER PARTS PAINTED ASTM A 36L Saclva OR 3"SO. ALUM. POST 'RUST-LEUM" OR EQUAL EOFCALI� NOTE: ONLY. r POOR HOT DIPPED GALVANIZED STEEL FOOTINGS AND AUGER ANCHOR TO BE OR ELECTROPLATED USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PASS WELDED .C.C. E.S. EVALUATION SEE CONC'SLAB POST SPACING TABLE FOR SPACING. '� STEEL FOOTING O ORA BY: K.K. FOX ENGINEERING INC. – PATIO COVER SYSTEM AS MFG. BY: SPORT NUMBER DATE: 11/13/2002 F JAMES G. FOX; CIVIL' ENGINEER COLUMN/ LIVE LOAD' R -2640P SCALE: NONE B POST TYPES 10, 20 a 30 par IDURALUM:PRODUCTS, INC. SHEET ' 8060 TELEGRAPH RD., DONMEY, CA 90240 HORIZ WND • 8269 ALPINE AVE„ SACRAMENTO. CA 95826 8 OF 30 REVISED BY: K.K. a D.P. 582 806.1337 FAX:927.2509 foxe Aolme0.ccm 70, 90 a 110 MPH(916)452-7021tae w. eimo7� FAX 403-1519 smW(Mdm,,m.Com COLUMN / POST TYPES. .& SURFACE MOUNT AND 'EMBEDMENT DETAILS ALUM.T'BRACKETUSENITH 12" MIN. FROM POST TYPE B.c,D,01• E. STEEL POST ONLY: CENTER OF BOLT STEEL. -re RACKET USEVATH 0, USE POST TYPE �J)•R POST TYPE J TO END OF POST. - POST TYPE B,C,D,E,F,G.H,J OR K. i F, G, H, J OR K 5/8"080LTS 0 7' SQ. POST ALUM.TBRACKET: USE (2)-1/4'0 x 3 3/4' HILTI K%MK BOLTS OR EQUAL T ( ) (2) BOLTS. HI(E UAL E 12 DEPTH OF I P20R A O OTHER BOLTS, OR EQUAL, EACH c HOT B aN• STEEL.+BRACKET: 'FOOTING OR i 1 BRACKET TO SLAB. ('PER USE (2)-3/B•0 HILTI KWK C 12" MIN. EMBD. 1 1 CONDITIONS ICC E.R.4627, EMBEDED DOLTS OR EQUAL.: 2 -1,4 & APPROVED FOR 325#.PULL OUT) 312" SLAB SHALL BE IN . GOOD CONDITION EXISTING SLAB ATTACHED ALTERNATE FTG. CUBE SIZE 18' DEEP • CUBE FTO. 18"8"SO. :A ...2" 20"1"SQ. !25" 12" 22" SQ. 16" 24" 28" SO. 20" 26 32:S _Q 23" 28" 35" SQ, 25" 30" .39" SQ. 28- 32" 43" SQ, ' 30" 34"' 47" SQ, 32" 36" 51" SQ. 34" . 38" 55" SQ. 37" 40" 60" SQ. 39" 42" 64" SO. 41" 44" ' 69" SQ, 43' CUBE FOOTING VW 3 12' SLAB d DEI ITH 4 / POURED CONCRETE. • FOOTING SEE NOTE FOR SIZE 3" SQ. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS BOLTS 23' 6 24" CUBE (2)-1/r0 PULL-OUT. 6250 MAX. EACH 25' - 30• CUBE (0-12.0 PULL -OUT - 6250 MAX. EACH 31'- 34' CUBE (4)-51B'O PUWOUT- 8654 MAX. EACH JS - 39' CUBE (4)'3/4'0 PULL -OUT - 13750 MAX. EACH 40'- 42' CUBE (4)-1'0 PULL-OUT- 1B3S0MAX.EACH NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -II OR EQUAL. NO SPECIAL INSPECTION REQUIRED P I.C.C. EVALUATION SERVICE INC.. ER'#4627 d EMBED. •. J 0 ul U 3116" N INSERT x.188" ASTM A36 STEEL 3" SO. POST (STL.) OR FLUTED OR 4" SO. POST (STL.) INSERT PL.1/2"THK. -' 1.12" 7" 1 12' .' 112" 9" 112" 2' 14" 2^ 5 ED-STPEL BASE p eT Q. BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 10'SO.xl2• B. C. F. G 12'SQ.xl2' B. C. D. F, G. 6 H 18'SO.x1/2' I B. C, D, F. G,-& H BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS SIZE 6 TYPE v 10'x10'x 12• (4} 3/4'0 x 8• EMBEDMENT HILTI SS KWIK BOLT -11 PER I.C.C. E.S. #4627, PULL-OUT VALUE -1875# EA. 12"xI2•x 1/2' (4)- 1.0 x 9' EMBEDMENT HILTI SS KWIK BOLT -II QOES p B f1 PER I.C.C. E.S. #4627, ' + i+g PULL-OUT VALUE -199S# EA. NO. 21543 9) EXP. 0'10.2001 ' 18'k16'x 1/2• (4)- 1.0 x 6' EMBEDMENT HILTI SS KWIK BOLT -II 1."`Y•^.....,.,...__,..-:.•"'�!'�(,s�. 11m. .e• PER I.C.C: E.S. #4627, „EF vols° PULL-OUT VALUE- 3740# EA. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED .VALUATION DRAVM BY: K.K. FOX ENGINEERING INC. /MBER DATE:02 JAMES G. FOX, CIVIL ENGINEER COLUMN/ SCALE: :NONE NONE >~ 8060 TELEGRAPH RD., DONKEY, CA 90240 POST TYPES REVISED BY: K.K. 6 D.P. (562) 808.1337 FAX -027.74n. •."."",e,..•__„ ___ LIVELOAD. NOTES: `:I11 1. DO NOT USE ALUM. T" BRACKET WITH 3X8 SM. HC NAND • :A WANSERT, MAG. BEAM, 4", 7" OR 10" I -SEAMS, FAX 403-1519 f41e7 ®6uraWm. 3 12• .2. POST TYPE E INSTALL WASHER PLATE, 2" X 3 12' S72ACKET. x9 LONG, 1" a• ' 3. POST TYPE F DO NOT USE STEEL 7" FROM END 8' BRACKET W/7" AND 10" 13FAMS. OF POST EMBED. •. J 0 ul U 3116" N INSERT x.188" ASTM A36 STEEL 3" SO. POST (STL.) OR FLUTED OR 4" SO. POST (STL.) INSERT PL.1/2"THK. -' 1.12" 7" 1 12' .' 112" 9" 112" 2' 14" 2^ 5 ED-STPEL BASE p eT Q. BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 10'SO.xl2• B. C. F. G 12'SQ.xl2' B. C. D. F, G. 6 H 18'SO.x1/2' I B. C, D, F. G,-& H BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS SIZE 6 TYPE v 10'x10'x 12• (4} 3/4'0 x 8• EMBEDMENT HILTI SS KWIK BOLT -11 PER I.C.C. E.S. #4627, PULL-OUT VALUE -1875# EA. 12"xI2•x 1/2' (4)- 1.0 x 9' EMBEDMENT HILTI SS KWIK BOLT -II QOES p B f1 PER I.C.C. E.S. #4627, ' + i+g PULL-OUT VALUE -199S# EA. NO. 21543 9) EXP. 0'10.2001 ' 18'k16'x 1/2• (4)- 1.0 x 6' EMBEDMENT HILTI SS KWIK BOLT -II 1."`Y•^.....,.,...__,..-:.•"'�!'�(,s�. 11m. .e• PER I.C.C: E.S. #4627, „EF vols° PULL-OUT VALUE- 3740# EA. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED .VALUATION DRAVM BY: K.K. FOX ENGINEERING INC. /MBER DATE:02 JAMES G. FOX, CIVIL ENGINEER COLUMN/ SCALE: :NONE NONE >~ 8060 TELEGRAPH RD., DONKEY, CA 90240 POST TYPES REVISED BY: K.K. 6 D.P. (562) 808.1337 FAX -027.74n. •."."",e,..•__„ ___ LIVELOAD. NOTES: 10, 20 B 30 p,t 1. DO NOT USE ALUM. T" BRACKET WITH 3X8 SM. HC NAND • EMBED. WANSERT, MAG. BEAM, 4", 7" OR 10" I -SEAMS, FAX 403-1519 f41e7 ®6uraWm. 3 12• .2. POST TYPE E INSTALL WASHER PLATE, 2" X 3 12' S72ACKET. a• ' 3. POST TYPE F DO NOT USE STEEL 7" 8' BRACKET W/7" AND 10" 13FAMS. EMBED. •. J 0 ul U 3116" N INSERT x.188" ASTM A36 STEEL 3" SO. POST (STL.) OR FLUTED OR 4" SO. POST (STL.) INSERT PL.1/2"THK. -' 1.12" 7" 1 12' .' 112" 9" 112" 2' 14" 2^ 5 ED-STPEL BASE p eT Q. BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 10'SO.xl2• B. C. F. G 12'SQ.xl2' B. C. D. F, G. 6 H 18'SO.x1/2' I B. C, D, F. G,-& H BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS SIZE 6 TYPE v 10'x10'x 12• (4} 3/4'0 x 8• EMBEDMENT HILTI SS KWIK BOLT -11 PER I.C.C. E.S. #4627, PULL-OUT VALUE -1875# EA. 12"xI2•x 1/2' (4)- 1.0 x 9' EMBEDMENT HILTI SS KWIK BOLT -II QOES p B f1 PER I.C.C. E.S. #4627, ' + i+g PULL-OUT VALUE -199S# EA. NO. 21543 9) EXP. 0'10.2001 ' 18'k16'x 1/2• (4)- 1.0 x 6' EMBEDMENT HILTI SS KWIK BOLT -II 1."`Y•^.....,.,...__,..-:.•"'�!'�(,s�. 11m. .e• PER I.C.C: E.S. #4627, „EF vols° PULL-OUT VALUE- 3740# EA. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED .VALUATION DRAVM BY: K.K. FOX ENGINEERING INC. /MBER DATE:02 JAMES G. FOX, CIVIL ENGINEER COLUMN/ SCALE: :NONE NONE >~ 8060 TELEGRAPH RD., DONKEY, CA 90240 POST TYPES REVISED BY: K.K. 6 D.P. (562) 808.1337 FAX -027.74n. •."."",e,..•__„ ___ LIVELOAD. PATIO COVER SYSTEM AS MFG. BY: 10, 20 B 30 p,t DURALUM PRODUCTS. INC. HC NAND • 8269 ALPINE AVE., SACRAMERTO, CA 95829' l(gld)452-7021 70, 90 8 110 MPH FAX 403-1519 f41e7 ®6uraWm. SHEET 9OF30 a w. omlor� " 1.52" .61" ftT 2.00°' 2.57" 2.19" HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT. CLIP 7GUrTER EXT. CLIP SPLI OCCURS CE VVHERE SPLICE WHERE OCCURS OCCURS ' 2.08"17 . 2.0 .oes• , TYP. .035" R.F. GUTTER 2.T COVER SYSTEM AS MFG. BY: FASCIA -ALUM. ALUM. ALLOY SCALE:HONE' ALLOY 3004-1136 A O 6063-T6 10, 20 a 30 psf 6.5" ROLLFORMED 4.5" GUTTER 3 SPLICE YMERE 4" OCCURS'6PUCE N1 70" OCCI TYP, 4.6- .965• TYP. ALUM. ALLOY O606376 O MAG. GUTTER ' C ALUM.ALLOY ALUM. ALLOY 8063-T6 6OS3-T6 O O 4" I -BEAM 7" I, -BEAM G 3.0" �-- Fl .. _ A e MAX. I 3" Is— --w-.042" .042" ALUM. ALUM. ALLOY ]004-H]e O OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL O M 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM r• SPUCE V*ml OCCUR ALUM. ALLOY 6063.78 1.25 . LL1 Nom. xp,c T • 14 /�i 7.8 S" ASTM 531 E OF —1 2.875" — N 3 x 3 BEAM O STEEL INSERT 3.00" SQ. +11.00) 1TYP. _.048^ .28" ASTM A653 SS GRADE 40 ALUM. ALLOY O 6063.76 E MAG BEAM O 3" SQ.. STEEL BEAM J1 3.0" I �+— MAX. 2- 2" 6,5 I 1 —� :047' ~03 8.0" J2 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-1438 IJ� _ OR EQUAL OR EQUAL �:Ye DBL. 2 x 6.5 BEAM 3x 8 BEAM O ALTS STEEL C -BEAM FOR ALUM. I -BEAMS ia�" I -BE IMP 7"x 2 3/4" x 16 GA. STEEL C -BEAM 7° 'B 12"x 3 1/4" x 12 GA. STEEL C=BEAM ' � 1 )BEAM wl0 x15or S8 x 18.4 STEEL 1 -BEAM I.C.C. E.S. EVALUATION REPORT NUMBER DRAv�M Bv: K.K. GATE: 11/212002S FOX ENGINEERING INC.PA710 FOX, CIVIL ENGINEER ®r'.—.,ETELEGRAPH LIVE LOAD"ER-2640P COVER SYSTEM AS MFG. BY: SCALE:HONE' RD., DOY�MEY, CA 90240 BEAM TYPES 10, 20 a 30 psf DURALUM PRODUCTS, INC. SHEET REVISED BY: K.K. e. D.P. 502 006-1337 FAX:927-2509 bxe holmaH.eom ' HORIZ. VNND • 70, 90 8 110 MPH 5289 ALPINE AVE., SACRAMENTO, CA 95020 10 OF 30".:. 60 (916) 452-7021 FAX 403- 1319 s.l.sWumium.eom w. mmmi 'SPLICE- DETAILS 11 BEAMTO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 1" 24" - r (2)MIGS.M.S.q EA. VALLEY, TY 0 10 S.M.VP_"THl.C9Kl"INES'S IS TOT.)(24 S.M.S. lit t THICKNESS = .035"' (24 TOT. P. THICKNg6S = .035" 638 + + +f- ++ 11 i-+ +i - ALUM. ALLOY 3004-H36 OR 6063 -TS FOR EXTRUDED ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED mE ___ '__ NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCC R I 3 IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT'AT END BAY NOTCH 1 -BEAM FLANGE SPLICES - ROLLFORMED &EXTRUDED FASCIAS I AS NEEDED TO CLEAR I -BEAM ALUM ALLOY SO. POST,CONNECT WEB NOTE:' IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY USED. (6061-76) ALTERNATE I I TO POST Wi(2)-1/2"0 4„ STL. C -BEAM THRU-BOLTS TOTAL= (B)-1/2"0 803175 S0. POST O IF BEAM TO POST CONN. SPLICE WHERE C• C JY ` 4 5' .'. OCCURS.111, T' �(j _ m otOF ESS bH TYP. O '.';.:. >c:3 v� *MEso.F O ;. • jQ-2007 ! ND. 21543 /* ." 4 EXP. 0, 07 ALUM. ALLOY ddRR�� ; ��vil- � 012 METAL BACKED, s CIVIL 6063-T6 f S " NEOPRENE WASHEREO r�'Eoc� 16' 1'" p�� TEK SCREWS ®IN BEAM 7" I -BEAM FLANGE MOMENT CSPLICE ROOF PANEL. ��—��-�—Ci NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY USED SPLICE WHET OCCUF ALUM.ALLOY 6063-T6 10" I -BEAM :.C. E.S. EVALUATION -PORT NUMBER DRAWN BY. K.K. FOX ENGINEERING INC. DATE: 11/2312002 F JAMES G. FOX. CIVIL ENGINEER REALE: NONE 8060 TELEGRAPH RD.. DOWNEY• CA 90240 REVISED BY: K.K. & D.P. ,____ ___ ____ (4)-1/4-0 M.B. BEAM 7"x4" ALUM. "I" BM. TO BRACKET 2- 3ArO M.B. THRU STL. -T" BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY;. SPLICE DETAILS 0.20 a 30 Psf DURALUM PRODUCTS, INS',. 1(916)4S2-7021 SHEET ' HORIZ WIND • 8269 ALPINE AVE.. SACRAMENTO, CA 05826 11 OF 30 70. 90 8 110 MPH FAX 40].1510 .•i..enw...",..- -_- JOe w. ormmr. fE FASCIA 2412 x 112• S.M.S. EACH SIDE OF J' SO. POST (4 -TOTAL) ALTERNATE: 114.0 BOLT WI WASHER EA. SIDE OF J' SO. POST s• 1� 0 I I .� .1. 2 JS•� J' SO. POST 2.010 x 1Q' S.M.S. EACH SIDE OF J• SO. POST (4 -TOTAL) ALTERNATE: 1/4'0 SOLT W! WAAHER EA. SIDE OF J' SO. POST J.00' J• SO. POST oR .z4o• GUTTER FASCIA MAG BEAM 3' SO. POST 3"SO. STL. BEAM Q"OFE SSIO'�1 . h�• 1'MEs 0.R �+ NO. 21543 m EXP. 0-30-2007 x 8 CIVIL r Qlf oFCAL 0 E.S. EVALU, 1T NUMBER DCHIVI I u HUb i CONNECTION BRACKET AT EACH DETAILS 1 12" SO. POST ALUM. x080' ALLOY 3004-H36 2-1010 x12'S.M.S. AT EACH POST ALTERNATE: 1/4'0'BOLT AND WASHER ' A10 x 12' S.M.S. TOP ON CENTERLINE AT & BOTT. (2) -TOT. EACH POST. PLAN 'OFB CKET _ II IIII ROOF PANEL FRONT FACE OF ASCIA LOCATION, OF •1' 12- SO. POST (2)-il12 S.M.S. (2 PER SUPPORT) TO FASCLL GUTTER FASCIA MAG BEAM . J• GO. POST 3"SO. STL. BEAM 1 4 ROLLFORMED OR EXTRUDED GUTTER FASCIA k10 S.M.S. ®12.O.C. 612"17 A .024"RAFTER (2)1!10 S.M.S. EA. SIDE (4) -TOT. NiO S.M.S. TOP & BOTT. (2�TOT. 1 114' y 4' 61 " ALUM. BRACKET X RAFTER "TAIL" TO GUTTER 15 13 .040" 0 6063-T6 ALUM. ALLOY 3004-H36.040" 3004-1-136 ALUM. 1/2" G. �n 1.50','� 1 1/2" 1.501, A� 28" 210 I2„ I 1 +.3 rG SCREWS NOTED IN DETAIL I° Ri �— y�J TO BE @ CENTERLINE L -Y' ii; •r. % J% 1/2" MIN. EDGE! DISTANCE, TYP. FS✓'` CiV11- C�°1 1/2" SO. OR FASTENER,. �`aT�•��Ci�` 2" LATTICE TUBE O 1/2" MIN. -- PER DEATIL #8 x 2 ".SMS OR 2 1/2", TYP. EE VARIOUS R AFT9 ER I DETAILS' . W= 2 1/8" OR,1 1/8" FOR 6 1/2" RAFTER 8 3"O.C. MIN. W= 3 1/8" OR 2 7/8" FOR 8" RAFTER 112" SD. LATTICE OR 2" "U'.' BRACKET -GENERAL. & T'O.C. MAX. LATTICE TO RAFT. 17 18 DRAWN BY; K.K. FOX ENGINEERING INC. OATS: 11/23/2002 P JAMES O: FOX, CIVIL ENGINEER LIVE LOAD ~ PATIO COVER SYSTEM AS MFG. BY: SCALE: NONE 10, 20 430 pst OURALUM PRODUCTS. INC. SHEET 8080 TELEGRAPH RO., DOWNEY. CA 90240 BEAM TC'POST HORIZ WINO • 8209'ALPINE AVE., SACRAMENTO, CA 95826 12 OF 30 REVISED BY; K.K. 6 O.P. (S62)808-1337 FAX:927.2S09 (oxen Ilotmeil.mm 70, 90 A 110 MPH1(916)452-7021A10 w. vmme FAX 103.1519 seles®0uralum.com DOUBLE RAFTER CONNECTION DETAILS .1. 1/2" OR 21ATTICE 1#18 S.M.S. ALTERNATE 1/2"DOUBLE RAFTER- BOLTCONNECTION PIAN 2 ALTERNATE: 4414 S.M.S.-EACH RAFTER TO COL. �— CONNECT. (8 -TOT.) �. 3"x RATTACH T (24") ALTERNATE: INSERT ATTACHED OR (2)-2x6.5" OR 3"x 3"STL.POST COLUMN I (2)-3"x8"HEADER FOR FREESTANDING (2)-1/2"BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 19 #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" ' 2"x6.5".OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 2)- #10 S.M.S. EACH RAFTER _ O COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"xXW.024" (1) = 1/2" BOLT OR CONNECTOR (2) #10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 LATTICE BEAM TO POST CONNECTION /BEAM SPLICE TO OCCUR DIRECTLY OVER 5/8" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE (cD6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I #14 SMS MA) BE USE AS 3.5" 3,5" ALTERNATE - 3,5" 3.5;' 1/4"0 BOLTS 8" BEAM Qi OR �z 6414 SMS EA: SIDE I 6 1/2" SIDEPLATE EA #14 SMS EA. SIDE ( -SIDE SEE POST SCH TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION POST SCHEDULE 21 3" SQ. x.024" + (2)"2" x 6 1/2" X.024" 1 W/'(6)—#14 S.M.S. EACH SIDE. USE ON CONC: SLAB ONLY 'Efl3" SQ. X.024" + (2)-2" x 6 1/2" X.032" W/ (6)—#14 S.M.S. EACH SIDE. USE ON CONC. SLAB OR FOOTING. E.C. E.S. EVALUATION ORANM B3 K.K. FOX ENGINEERING INC. SPORT NUMBER OATS:: 2 1102 JAMES G. FOX, CIVIL ENGINEER LATTICE R -2840P SCALE: NON NONE �' 8060 TELEGRAPH RD., OONMEY, CA 90240 CONNECTIONS IREVISEOS*:K.K.&O.P. (562) 806.1331 FAX:927.2509 faxen 9®11Olmait.tgm QpOFESS,, . .. W NO. 21543 m ' ERP. WX0 07. a Sr CMl P ^rEOF ' CAO LIVE LOAD a PATIO COVER SYSTEM AS MFG. BY: 10; 20 d 30 paf DURALUM PRODUCTS, INC. SHEET HORIZ. WIND - 8269 ALPINE AVE., SACRAMEATO, CA 9582613 1(916)452-7021 OF 30 70.90 6 110 MPH FAX 403-1519 391MIM.-h,m __1Oa "O' CLM °m ____ . -. . -- I.II I , I 1 ,L.LV 1 r-%114 1)VV « /A 1 1 t_N�,FnCu JULIU PATIOS 12' OR LESS Ir S JJ 6.5" .RULLFORM 70 6 90 MPH 4" I -BEAM 4.5" /MAG GUTTER MAG BEAM " 3 SQ. STEEL BEAM S o o m cg g MAx.POST SPACING FREESTAND ATTACHED MAX.POST - 70 6 90 MPH MAX.POST 70 6 90 MPH MAX.POST 70 6 90 MPH FREESTAND 70 690 MPH FREESTAND ATTACHED FREESTAND ATTACHED z F if z p FTG. MIN. POST FTG MIN. POST SPACING FTG. MIN. POST FTG' POIST SPACING FTG. FTG. SPACING MIN. ATTACHED MAX.POST SPACING FREESTAND ATTACHED (IN.) 26 TYPE (IN•) TYPE (IN.I TYPE (IN.) TYPE (IN•) POST . TYPE (IN.) OST TYPE FTG. (IN.j POST TYPE FTG. (IN•I MIN POST fTG. MIN. POST FTG• POST 4' 17'-0" 14'-3" /7 F 22 'A ' /g 21'-9" 2% G 22 A� 1 f. -7" % G 22 X 6 �„ 2�8 G 23 TYPE a� 13'-7" (IN.) TYPE (IN.) TYPE - 22 A/ 5' 2�7 A�B 2�p F 13'-7" 12'-9" F 23 19'-6' G 22 A�B 14'-0" 2�7 F 23 A� 14'-7" 2�g G 23 A/ 12'-2" 2%s A 6 11-4" 11'-7" 26 /7 F 23 B 17'-9" 29 �0 G 23 g 12'-9" 26 F 22 F 24 27 2a 7 B 13-4" G 24 g _ „ 11 1 �6 F 23 g 7 ' 9'-8" 10'-9"26 77 F 24 B 16'-5" 0 �3 G 24 B 11'-9" 26 26 F 24 B 12'-4 2�8 �8 GF25. B 10'-3" 2�6 F 8' 8'-6" 10'-0" 23 �4 F 24 B 15'-4" 26 G 24 g 11'-0" 274 F 25 __F 23 B B 11'-6" 274 G 25 B 21 s' 7._7,. 9'-6" 2%a F 25 B 14'-6.. 277 G 25 g 10'-5" 2�4 F. 26 - 9'_7,. /2 F 24 g g 10'-10" 223 G 26 9'-0" 21 23 24 B . F 24 B 10' 6'-9" 9'-0" F 25 B 13'-9" 26 277 G 25 B 9'-10" 23 �4 F 26 B 10'-3' 23 �4 G '26 21 11, 6'-2" 8'-7" �4 F 26 B 13'-1" /z7 G 25 g 9'-5" 274 F 26 B 9'-10" 3 G. B 8'-7" 8'_2" �2 21 F 25 B 2%4 /4 27 B /z F 25 B 12' 5'-8" 6'-2"` F 26 g 12'-7" 277 G 26 g 9'-0" 2� 24 F 27 B 9._5„ 2�4 G 27 B 7'-10'. 202 /, F 26 13' 5'-2" T-10" 0 7, F::.26 g:: 12'-1" 2724 G 26 g 8'-8" z%, B F 27 g 9'-0" z%a . G 27 T-6" 2%, 14' 4'-10" T-7" 20 F15' 27 11'-7" 24 B 2%, g . F 26 g F 27 8'-8" 220 20 B G 28 B T-3" % F 26 B 4'-6" 7'-4„ X1 F 27 g 11'-3" /14 G 27 g 8'-o" 2�1 F 28 B 8 -1 2�1 G 28 g 7'-0" 20 26 16' 4'-3" 7'-1" 20 /1 F 27 B 10'-10" 23 /4 G 27 g T-9" 20 /, F 21 F B. B 8'-1" 20 /, G 28 6'-9" 20/21 17 4'-0„ 6'-10" 20 F 27 B 10'-7" 23 /a G 27 B 7'-7.. 20 /1 B F. 27 B F+2 g T-11"�k, G 29 6'_7„ 20 18' .3'-91, 6._8., 18 /9 F 28 B 10'-3" 20 7, G 28 B T-4" 1 19 g /z1 F 27 B F 29 g T-8" 1%s 1%s G 29 g . 614,. F 27 g 19' T-7" 6,"6,� X9 F 28 B 10'-0" /�, G 28 B T-2' , 8 /g F 29 g 7' s" , 8 /g G 29 g 6'-2" 20' 3. 4,. 6'-4" 179 F 28 g 9'-8" 2�1 F 28 g 7'-0" 18 /s F !%9 F 27 B 29 B T-3" 18a �9 G='31, •SBS s' o 18 28 21' 3'-2'. 6'-2" 18 79 F 28 g 9,-6 20 /2, F 28 B 6'-9" 1'8 /s F 29 g 7'-1" 18 `'..r:,'` �- v ;, q 7 0= �. �.� 5� 79 '18 F B , . , g�f i F 28 B. - NOTE: FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" (p� p 1 e pOF ESSpy� WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES FIGURE INDICATES MAX.. HT. = 10'-D" IG<,RE INDICATES MAX.. HT. = 1 �. LU �•3 1, + � -q,� . ;! W No 21510 SHT. 9 FOR ATTACHED b SHT. 29 EXP. hI0.Z00I .A * FOR FREESTANDING y I.C.C. E.S. EVALUATION 1 sr cls REPORT NUMBER ER -2640P ORAVVN BY: K.K. DATE: 11l23/2002 SCALE:NONE' P T FOX ENGINEERING INC. JAMES G. FOX, CIVIL ENGINEER 0080 TELEGRAPH RD., DOVMIEY, CA 00240 POST SPACING TABLE 70/00 FREESTANDING UVE LOAD • 10,'20850 P' PATIO COVER SYSTEM'AS MFG. 8Y: DU RALUM,PRODUCTS. INC. SHEET REVISED BY: I:.K. L D.P. 562 106.1577 . FAX:027.2500 lo.en holms0.wm ANDATTACHEO HORIZ WIND • 70, 90 d 110 MPH 0200 ALPINE AVE., SACRAMENTO, CA 05626 (010) 4524021 FAX 4011510 mhLsGEunlum.wm 14 OF 30 J0° p' °�m�' 12' - • •, I. %J%j IVII I I , �ccJ T -1 -BEAM r�IVUIIVl7 ZSc H I I.A(-,I-it DBL. 2"x6:5"x.024"BEAM �[ mO per.. . pp -j O m U S a z w O MAX.POST SPACING 70 MPH 90 MPH 70 d 90 MPH MAX.POST SPACING 70 d 90 MPH FREESTAND FREESTAND ATTACHED FREESTAND ATTACHED FfG. (I,�l.) MIN. POST TYPE �G (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POSTPOST TYPE FTG.MIN. (IN.) TYPE 4' 17'-0" 45'-3"' 3�8 G 47 G 32 � 11'-7" 237 F 20 F A/ 5' 13'-7" 40'-6 " 337 G 471 G 33 E10'-6" 39 26 F 21 B 6' .. 11' a" 37'-0" 377 G 4� G 34 �E 9r-7' 237 F . 22 F B 7' 9'-8" 34'-3" le G 40 4 q� G 35 �E 8'-10" 2 37 F 22 76 B 8' 8'-6" 32'-0.r 374 G 36/8 G 35 �E 8'-4" 234 F 23 B 9'. 7'-7" 30'-2" 3�4 G 3X8 G 36 F 7'-10" 2�4 F F 27 23 B 10' 6'-9" 28'..8" 34 G 338 G 37 r 7'-5" 234 F 24. B 11' . 6'-2" 27r -4,r 3X2 G 378 G 37 E5,,,,F, 7r-1" 2 24 F 24 B 12' 5'-8" 26'-2" 3X2 G 3�8 G 38 F 6'-9" . 22 2t F 24 B 13' 5'-2" 25'-1" 332 G 36 G .. 38 E 6' 6" 220 F 25 B g 14' 4'-10" 24'-2" 332 G 36 G 39 F 6'-3" 2/21 F 25 F B 15'4'-6" 8'-4" 23-4 3 32 G 336 G 39 F 6'-0 22.1 F 25 B 16' 4'-3" era" 3%2 G 36 G 40 F .5'-91 z 721 F 2s B 17'4'-0" 27 22'-0" 371 G 36 G 40 F 5'-6" 27 F 76 5'-8" B 18' 3'-9" 21'-4" 330 G 334 G 41 F 5'-3" 1�9 F 26 g 19' 3'-7" 20'-9" 3.% G 334 G 41 F 5'-0" 1N9 F 27 B 20, T -4't 20'-3" 330 G 3� G 41 F 4.:9,. ,39 F 27 g :21' NOTE• 3'-2" 19'-9.1 29 0 XG 333 G 42 F 4'-6" . 118 F. 27 g FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 29 FOR FREESTANDING I.C.C. E.S. EVALUATION ~ DRAW ,%K.K: REPORT NUMBER DATE: 1lalrzo62 ER -2640P SCALE:NONE REVISED BY: K.K. d D.P AX -POST FACING 70 d 90 MPH FREESTAND' ATTACHED FTG (IN.) MIN, POST TYPE FTG (IN.) MIN. POSI TYPE 13'-10" 276 F 21 B 12'-4" 2%6 F 22 B 11'-3" 24 F 23 B 10'-5" 2 F 23;76 B s' -s.. z2 F 24 B 9'-5" 221 F 25 B 31 Bx E e' -s" 232 F 25 B 8'-4" 2�2 F 25 B e' -o.. 2/2 F 2s B 7'78" 20/ FT 26 B 7'-4" 2� F 26 g - z1 F 27 B 6'-8" % F 27 B 6'.4'! 20 F 27 B 6'-0" 139 F" 28 B 5'-8" 139 F 28 B V,301-9i-t 2J 5-4" 1 19 F 28 B 5-0" 18 /9 F 28 * s FOOTNOTE: "SAMPLE" FIGURE INDICATES MAX.. HT. - 10'-0" FIGURE INDICATES MAX.. HT. = 12'-0" FOX ENGINEERING INC. p JAMES G. FOX. CIVIL ENGINEER POST SPACING TABLE I 11000 TELEGRAPH RD.. DOWNEY• CA 90210 70/90 FREESTANDING (5621806-13]7 FAY-011-1cne r._-.._,.,,._. ___ ANDATTACHEO 12'0.R LESS I" 3"x8" BEAMMINSERT MAX.POST SPACING 70 6 90 MPH FREESTAND ATTACHED FTG (IN.) POST TYPE ;FTrG' PN•) POST TYPE 29'-3" 5 G 27 B 26;-2" 335 . G 28 B 23'-11" 35 G 29 C 22'-1" 375 G 30 20'-8"G 3�3 31 19'-6" 3X3 G 31 Bx E 18'-6" 333 G 32 X 17'-8" 16'-11" 32 3 373 G G 32 33 E E 16'-3" 2%0 G 1 33 B YE 15'-8" 230 G 34 �E 15'-2" 230 G 34 E 14'-8" 29 G. 34 / E 14'-3" 230 G 35 B E 13'-10" 2�7 G 35 E 13'-5" 237 G 35 :EE 36 E V,301-9i-t 2J ��' 36 B LIVE LOAD • - ri%t%QiL;19XFZ�0Y5TEMASMFG.BY: 10. 20 a 30 ped uV AtFJ,Q�p>�Cfg, INC. MORIZ. WINO • 8269 ALPINE AVE`.. SACRAMENTO. CA 95826 70. 90 8 110 MPH (916) 152.7021 FAX 107.1510 safasabd"raf"m 4'- 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18.' 19' 20' 21' - NO. 21513 EXP. 9-10-7007 SHEET 15 OF 30 /oa ro. amar. lug L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS } 6.5" ROLLFORM 110 MPH 4" I -BEAM 4.5 / MAG GUTTER MAG BEAM 3"' SQ. STEEL BEAM Sm o z m g a 2 MAx.POST SPACING FREESTAND ATTACHED FTG MIN MIN. MAx.POST SPACING 110 MPH FREESTANO MIN. ATTACHED MAX.POST SPACING 110 MPH FHEESTAND ATTACHED MAX.POST .110 MPH FREESTAND ATTACHED MAx.POST 110 MPH FREESTAND ATTACHED �' rn O (IN:) POST TYPE FTG. PN•) POST TYPE �G• (IN.) POST TYPE �G' (IN.) MIN. POST TYPE �G' (IN.) POST TYPE FTG. (IN.) FN -SPACING POST TYPE SPACING FTC'' (IN.) POST FTC'' POST JI MIN. FTC'' POST FTC'' POST 4' 17'-0" 11'-7" /32 F 23 A/B 18'-4" 3�6 H 27 A �B 12'-9" 32 �3 F 24 A X 13'-4" 33 /34 TYPE ,(IN•) TYPE F 25 A� 11'-1" (IN.) 37`2 TYPE (IN.) F 23 TYPE A/B 5; 13'-7" 10'-4" 31 /32 F 24 A/B 16'-5" 3/36 G 28 A�B. 11'-5" X3 F 25 AXB 11'-11" 3734 F 26 A� 9'-11" • 3/32 F 23 A�B 6 11'-4" 7'-6" X32 F 23 A�B 15'-0" 376 G 29 B 10'-5.. 3�3 F 26 A� 10'-10.. 3� F . 26 A/ 9'-0" 31 F 25 A� 7� 9.-8.. 8'-9" �2 F 26 A /B 13'-10.. 35 �6 G 30 B 9'-7" 3/33 F 26 A� 10'-0.. 3� F 27 A� g.�.. 3�2 F 25 A/B 8' 8'-6" 8'-2" �9 F 26 A/B 13'-0" 3 !3 /33 G 31 B 9'-0.. 29 x0 F 27 A . / s'-5' 30 /1 A F .. 2a /B 7'-10' 28 /s F 26 AXB 9' 7'-7" 7'-9" /�g F 27 A� 12'-3" 323 /3 G 31 B 8' s" 29 �o F 28 A X 8'-10" 30 /1 F 28 A/ 7,�„ 28 �zs F 26 A� 10' 11, 6'-9" 7'-4" Y9 F 127 A/B 11'-7.. 3�3 G 32 B 8'-0.. 2% , 30 F 28 A 8'-8" 30 3, A F 2s T -o" 28 /zs F 27 A/ 6'-2" T-0" Y2 F 28 AX 11'-1.. 3�3 G 32 B 7'-8.. 29/0 F 29 Aj 8'-5" 3�1 F 30 A/ 6'-8" 28 F 27 A 12' 13' 5'-8" 6'-8" l9 /Z9 F 28 A 10'-7" 32 /33 G 33 B 7.�.. 2/93 /�0 F 29 A 7'-8" F 30 A/ 6'-4" 2% F 28 A/ 5'-2" 6'-5" �6 F 29 A /g 10'-2" 29 x'20 G 33 B T-0" 26 �7 F 29 A B T-4" 27 �a F 29 A/ 6'-1" 2/z6 F 28 A� 14' 15 4'-10" 6'-2" �6 F 29 A - 9'-10" 270 G .34 B 6'-9" 26 7 F 30 A XB 6'-10" 27 X8 F 30 AX 5'-10" 25/ /26 F 2a .A/B 4._6.. 6'-0' Y6 F 29 A/B 9'-6" 2�0 G 34 B 6'-7" 227 F 30 A/ 6'-10" 2�8 F 30 A j 5'-7" 2�6 F 29 A 16 4'-3" 5'-9" /�6 F 29 A/B 9'-2" No G 34 B 6.-4" 2/217 F 31 A� 6'-7" 2%8 F '31 A/ 5.-4.. 2Y6 F 29 A 17' 4'-0" 5._9.. �6 F 30 A/B 8'-11.. % G 34 . B 6'-2" 127 F 31 A� 6'-5" 2%8 F ;.31 A� 5._1.. 2 `S F 29. A/B 18' 3'-9" 5'-5" 24 F 30 A/B 8'-8.. 26/7 /2 G 35 B 6._0.. 2a X4 F 31. q / 6._3.. 24 75 q ._ .'.. F 31 XB 4 10 23322 F 29 A/B 19' . 3._7.. 5.�.. �4 F 30 �B 8.'S.. 2�7 G 35 B 5'-10" 23 31 6'-1" 2�5 A a8 3/i�4 2/24 F 29 �B 20 3.�., 5'-2" �4 F 31 A. /B 8'_2" 26 Xi7 G 35 B 5.�.. 2$' �za F 31 A/ 5'-11" ; o r 2 'F 2 J'�, '1 ,`�,- C 2324 / F 29 A 21' 3'-2" 5'-0" �4 F 31 A 8'-0" 26 /27 G 36 B 5'..6.. 23 �4 F 32 p+ 5'-9" . 24. �" 32 q ".. �4 4, 2 / B t 4,�r�. 23` /24 F 29 q / B NOTE: 'FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. FOOTNOTE: FIGURE INDICATES MA. 'SAMPLE"X. HT. - 10'-0" ry 1iJ ; PpoF ESgI�N' �� ' JEO G., SEE ALTERNATE FOOTING TABLES FIGURE INDICATES MAX.. HT. - 121 -0n .�� • "2007 Iota NO. 21517 SHT. 9 FOR ATTACHED dEXP• SHT. 29 FOR FREESTANDING (�Iv0- 920-2001 a, C. HL m n 't I.C.C. E.S. l O� �,1P'O�` �f#CLvfOa EVALUATION REPORT NUMBER ER -2640P DRAWN BY: K.K. DATE: 11!27/2002 SCALE: NONE . E FOX ENGINEERING INC. JAMES G. FOX• CIVIL ENGINEER POST SPACING TABLE VE LOAD - 10! 0 & J0 psi PATIO EO7%ER SYSTEM AS MFG. BY: DURALUM PRODUCTS. INC. SHEET REVISED BY: K.K. 6 D.P. 0060 TELEGRAPH RD., DOWNEY. CA 90240 (582 180&1337 FAX:927.2509 foxen nolms9.wm 110' FREESTANDING ANDATTACHED HORIZ WIND • 70.'90 6 110 MPH 0289 ALPINE AVE., SACRAMENTO. CA 95626 1(916)452-7021 FAX 403.1519 s•Iesedumium.um 16 OF 30 +00 "o' cm-- 0 3"x8" BEAMMINSERT T' I -BEAM 110 MPH MAX.POST 0"l -BEAM FREESTAND DBL: 2"x6.5"x.024"BM = m _J' G m , v o " o STATTACHED MAX.PSPACING SPAGNG H MAX.POS7 110 MPH MAX.POST POST TYPE 110 MPH ff(, FREESTAND ATTACHED FREESTAND ATTACHED 23'-11" N G 30 31 B B �G' (IN.) P057 MIN.SPACING TYPE F FTG. (I N.) MIN. POST TYPE FTC, (1N.) MIN. POST SPAGNG FTG. POST FTG ' POST 4' 17'-0" 37'-0" 74 �J 34 B 52'-2" 553 K 38 TYPE G (IN.) TYPE (1`V.) TYPE 9'-7" 0 F 22 B 5' 13'-7" 33'-1" �q .J 36 B 46'-8" 550 K 40 G 34 B. T-1"729 8'-7" �2 F 23 B 6' 11'-4" 30'-2" �44 j 37 B 42'-7" 50 K 41 E B 6-6" 2 29 F 28 T-10 „ 30 72 F 24 B 7' 9'-8" 27'-10" 42 74 H 38 B � 39'-3' 5753 �3 K 42 E � 276 F 29 B 12'-9" 7 -2 30 72 F 24 B 8' 8'-6" 26'-1" �2 12'-4" 37 E 36'-11. a79 K 43 F 29 B 11'-11" 3 a G 6'-9" �8 F+25 %6 B 9' T-7" 24'-8" 72 XH 39 E 34'-10" %9 j 44 B 11'-3" �1 G 38 6'-4" 28 F 1301 B 10' 6'-9" 23'-4" 72 G 40 � 33'-0" %9 ,J 45 F 39 B 6'-1" 2 F 26 B 11' 6'-2" 22'-3" 40 42 G .41 41 31'-6" . 4�g 45 F 5'-9" 27 F 26 B 12' 5'-8" 21'-4" �2 G 4130'-'1 " 49 .1 46 F 5'-7 , 27 /8 F 2s B 13' 5'-2" 20'-6" �0 G 42 � 28'-11" �5 j 47 F 5'-5" 4 F 27 B 14' 4'-10" 19'-9" 70 G 42 F 27'-11" 475 j 47 F 5'-3" 24 75 F 27. B 15' 4-6 „ 19'-1". �o G 43 F 26'-11" 745 j 48 F 5'-1" �5 F 28 B 16' 4'-3" 18'-6" �0 G 43 F 26'-1" 45 j 48 F 5'-0" 24 F 28 B 17' 4'-0„ 17'-11" 4o G 44. F 25'-4" 475 J 49 F -. - 18' 3'-9" 17'-5„ 78 G 44 F 24'-7" 2-, 49 F19,36 16'-11„ 3%8 G 44 VF 23'-11„ 42 .43 J 50 F - 20' 3,-4„ 16'-6" Al G 45 F 23'_4„ %43 � 50 F- 21'. T-2„ 16'-1" �e G 45 F 22'-9" 4 j 50 F 43 NOTE: 0 FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0" SEE ALTERNATE FOOTING TABLES FIGURE INDICATES MAX,. HT. = 1 SHT. 9 FOR AT 8 SHT. 29 FOR FREESTANDING I.C.C. E.S. EVALUATION . pRAWNBY: K.K. FOX ENGINEERING INC. REPORT NUMBERGATE: 11/JY1002 JAMES O. FOX, CIVIL ENGINEER 'POST SP1lCIN0 TABLE ER -2640P SCALE: NONE X 8050 TELEGRAPH RD., DONKEY, CA 90210. 110 FREESTANDING REVISED BY: K.K.6D.P, " ANDATTACHED �' Mtaa.p . 4S NO. 21517 civi GIP. P70.20W fvp- 1,iP2� 1lE0F GtlFWN LIVE LOAD • _]PATIO COVER SYSTEM AS MFG. BY: EET. 10.20 a 30 pst DURALUM PRODUCTS, INC. SH HORIZ NAND • 8289'ALPINE AVE., SACRAMEfjT0, CA 95828 17 OF 30 70, 90 d 110 MPM (018) 152.7021 fAX 103.1519 sslee J08 "0' 0+mu11 ®dunlum.mm 3"x8" BEAMMINSERT AX POST 'ACING 110 MPH MAX.POST 110 MPH FREESTAND ATTACHED FREESTAND ATTACHED �G' (IN.) MIR POST TYPE �G' (1N•) IN.SPAGNG POST TYPE �G' (IN.) POST TYPE �G' (1N.) POST TYPE 32 F 23 B 23'-11" 7G G 30 31 B B 3 32 F 24 B 21'-4" �0 9'-2" 372 F 25 . B 19'-6" /40 G 32 B 8'-6' 3%2 F 26 B 18 -0' gg' "40 G 33- B 8'-0" 28 /y F 26 B 16'-11" . 3y /37 G 33 B 7'-6" %s F 27 B 15'-11" /37 G 34 B. T-1"729 F 27 B 15'-1' /37 G 35 B' .6,-9„ 729 F 27 B 14'-5" 3ra'7 G 35 B 6-6" 2 29 F 28 B 13'-7" /37 G 35 B 6'-3" 226 F 28 Brl3'-3" 36 B 6'-0" 276 F 29 B 12'-9" /34 G 37 B 5'-10" 276 F 29 B 12'-4" /34 G 37 E 5'-7" 226 F 29 B 11'-11" 3 a G 37 B 5,x,1 %6 F 29. B 11'-7" 34 G 38 E 24 F 29 B 11'-3" �1 G 38 5'-0" 2�a,. 1301 B 10'-11" �1 G 38 4 39 B -`I i\ 110-5" �1 G 39 B� FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0" SEE ALTERNATE FOOTING TABLES FIGURE INDICATES MAX,. HT. = 1 SHT. 9 FOR AT 8 SHT. 29 FOR FREESTANDING I.C.C. E.S. EVALUATION . pRAWNBY: K.K. FOX ENGINEERING INC. REPORT NUMBERGATE: 11/JY1002 JAMES O. FOX, CIVIL ENGINEER 'POST SP1lCIN0 TABLE ER -2640P SCALE: NONE X 8050 TELEGRAPH RD., DONKEY, CA 90210. 110 FREESTANDING REVISED BY: K.K.6D.P, " ANDATTACHED �' Mtaa.p . 4S NO. 21517 civi GIP. P70.20W fvp- 1,iP2� 1lE0F GtlFWN LIVE LOAD • _]PATIO COVER SYSTEM AS MFG. BY: EET. 10.20 a 30 pst DURALUM PRODUCTS, INC. SH HORIZ NAND • 8289'ALPINE AVE., SACRAMEfjT0, CA 95828 17 OF 30 70, 90 d 110 MPM (018) 152.7021 fAX 103.1519 sslee J08 "0' 0+mu11 ®dunlum.mm u NOTE: CA 5 p ��XC� a a Z v� O 0.0 MULU-UKM FOOTING SHOWN IN CUBIC INCHES "SAMPLE" 4" I -BEAM 1 !d 4.5 / MAG GUTTER MAG MAX.POST SPAGNG 11'-9" BEAM 110 MPH 3" SQ. MAX,pOST SPACING 9'-9" STEEL 110 MPH BEAM MAX.POST SPACING 3.. 1. 0'-3 110 MPH SHT. 9 FOR ATTACHED 8, MAX.POST SPACING 15'-11"� 110 MPH MAX.POST SPACING 11'-3" fREESTAND 110 MPH �' FREES TAND ATTACHED FREESTAND ATTACHED IkoFESSO FTG (IN.) 30 3, MIN. POST TYPE F FTG (IN -1 23 MIN. POST TYPE B FTG (IN.) 34 MIN. POST TYPE G F7G (IN.) 26 MIN. POST TYPE 'B ATTACHED FREESTAND ATTACHED FREES ND ATTACHED FTG. (IM.) 3X MIN. POST TYPE G FTG. (IN:) z3 MIN, POST TYPE B ��, .(IN.) 3/ 3z MIN. POST TYPE G FTG ( IN.) z4 MIN. POST TYPE B FTG. (IN.) � MIN. POST TYPE FfG' (IN.) MIN. POST TYPE G 22 B' S 7'-r' s'-2" �% F 23 B 14'-3" 3 u G 27 B 10,_1„ 3' UVE LOAO • 10, 20 a ]0 G 24 B 10'-s" 31 G 24 B 8'-9" 30 / G 23 B s 5'-11" 8'-5" 3, F 24 B 13'-0" 3;14 G 2S B 9'-2" a/ 32 G 25 B 9'-7" 3, X G 25 B 8''0" 30 G 24 g T -s" 2% F 25 B 12'-0" 3/ G zs B 8'-s" 3% G 26 B s'-1 r' 31 G 28 B r-5' . % G 24 B e 4'-5" 7._3,� 2� F 25 B 11'-3" 30/ G z9 B 8,_0.. 28 29 G 28 B 8'-4" 2% G B s'-1 r' 2% F 2e g s 3'-11" 6'-10" z� 28 F ;:26 B 10'-7" '%, G g T-6- 2% F z7 B 7'-10" % F g 6,�„ z/ F 25 B ,0' T.-6" 6.�., 27 ze F - 28 B 10'-1" 3/„ G 30 B 7'-r' 2e 21 F 27 B 7%5" F 27 6 s' -r' 27 / F 26 B 11' a' -r' s._2.. 27 ze f 27 B s'-7., '° 3, G 31 B s' -s° F 27 B 7'-r' 2a / zs F 28 B 5'-11" 2% F B 17 - 5'-10" 27 j- F z7 B s'-2" / " G 31 g 6,-6„ 28 / F 2a B s' -s"' 28 / F 2,3 j 5'-8,,. 2% 26 F 27 B ,3• - 5,�., 27 28 F 27 B 8'-1 0" 3° 31 G 32 B s'-3" 25 / F � B s' -s° % F � % 5'-s° 2% 2s F B . 14'_ 15 - 5._2.. - 2X - F - 27 - B - 8'�" 8%2" 27 / 2%,G G 32 32 B g 6'-0" 5'-10" zs 6 F F 29 2a B B s'-2,. s' -r' 2X 2/ F F 29 j 2s F 27 g 16* 7'-11" z7 2s G 33 g 5'-8" F 2s g 5'-10.. 229 � F B - 7'-8" � / G 33 B sem" 25 / F 30 B 5'-8" z3 24 F 30J : B,'_ NOTE: FOOTING SHOWN IN CUBIC INCHES "SAMPLE" 1 !d WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES FOOTNOTE: FIGURE INDICATES MAX., HT. _ 10-0^ �IGURE INDICATES M' HT. t = 0" g , SHT. 9 FOR ATTACHED 8, SHT. 29 FOR FREESTANDING �' IkoFESSO ES NO: 21513 '. EXP. 0.20-2007: 47F CAL00� I.C.C. E.S. EVALUATION DRAA" Or: K.K. REPORT NUMBER DATE: 11/23!002 R -2640P SCALE: NONE FOX ENGINEERING INC. JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE UVE LOAO • 10, 20 a ]0 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, SHEET REVISED BY: K.K. 5060 TELEGRAPH RO., DONMEY, CA 00210 T 110 FREESTANDING psIF INC. a D.P. (552) 500.1]]7 FAX:027.2500 baerq h0tm00.eom• ANDATTACHED HORIZ W ND 70, 901 110 MPH E2B0 ALPINE AVE., SACRAMENTO, CA OS120 18 OF 30 (0101152.7021 FAX 103-1510 lalei®d"n0m.m— X00 NO' �� 20# L.L. 1 110 MPH FREESTANDING &A TTAC.HED SOLID PATIOS 12' OR .LESS } 7 I-BEAM 10" I-BEAM DBL. 2"x6.5"x.024"BM . Iz 3'11 " a LAM = C7 m 110 MPH 110 MPH 110 MPH x8A 3x8" BEAMMINSERT 110 MPH 110 MPH 5 9 v g MAX.POST FREESTAND. ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED a z SPACING SPACING [MIN MIN. SPACING a Z �C, MIN. FTG. MINSPACING a O �G' �G' POST FTG. MIN. FTG MIN. FTG. POT FTG' POST SPACING FTG. PMIN MIN. OST FTG.POST (IN.) TYPE (IN.) TYPE (IN.) ON.) TYPE (IN.) POST POST .. TYPE (IN.) TYPE (I N.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE °' 8'-1 r' 32'-s" °� G 33 F 4s'-2" 49 K 37 F 8'-s" % G 21 g 10'-0"G 7,1 s ez 4e E 29'-4" / G 34 F 4r-5" / K 3B F ra" 2s v 22 B 8'-1 r' 29 G 23 B 1e'-11" % G 30 IT 5'-11" 26'-91. 4� G 35 F 37'-9" 49 zs E K ' 39 F s 11 " / G 23 B 8'-2" / G 24 g 17'-3" 38 31 c r 5.-51,-11, 24'-9" 4z G 3s F 35'-0" 4� K F 6'-5" % F 23 B 7'-7" 29IT E 4'-5" 23'-2" / G 37. F 32'-8.. 4/ . K °, F s'-o" E F 24 g 7'-r' / G 25 g 15'-o" 3s G 3z E 21'-10" % G 38 F 30'-10" 4% j 4z F 5,_8„ / F B 4z z° 6'-8" G $ 14'-1" G 33 E 1a 3,-„ 20'-8" % G 38 F 29'-3" 43 F 5 34 XE J / / . F 25 g s'-4" / F 2s B 13'-5" % G 3a33 E 3'-Z . 19'-9,,, / G 39 F 27'-11„ °� 2r3 F a4 F 5'-1" /c F 25 g s'-o" % F g 12'-s" % G '° 12 3a 18'-11 G F 26'-8" °Y J 44 F X, 4'-11" % F 25 g 5'-9" 33 z7 � F z7 g 12'-3" � G 34 F 13• _ 18'-2" G 4o F 25'-8" J - - - - 5'-6" 27 3DB 47 45 . F g 11'-9" 3, G35 E G °� F 24'-9" % j _ _ _ _ _ 64 24 F 27 B 11'4' % G 35 15' - 16'-11" G'• 41 F 23'-10" 45� F _ F J G5'-2" F 28 g 10'-11" G 35 E 16- 16'4" % G* I °t F 23'-1" J 4s F _ - - - - - - - - 3i F 47 10'-7" % G 38 1r - 15'-10" G 42 F 22'-5" J 47 G - - - - - - - - - , 7 36 _ F �� 1,t1MS G, ��' • cl Lu a FOOTNOTE: "SAMPLE" [� Pulp,, 21543' � FIGURE INDICATES MAX.. HT. = 10'-0" FIGURE INDICATES MAX.. HT. = 12'-0"j EXjJ..-;�0-2007 NOTE: .0FESS10 FOOTING SHOWN IN CUBIC INCHES��9Q �P �NEs G,p WITHOUT SLAB. c0vi� +/w��AL1, �� o99na� SEE ALTERNATE FOOTING TABLES NO. 2154 EXP. 04Ca2 of SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING mr� clvIL CI, to ° I.C.C. E.S. EVALUATION DRAv�Nev:.K.K. FOX ENGINEERING INC. REPORT NUMBER DATE: 1lrssrta02 LIVE LOAD • [910452-7021 ATIO COVER SYSTEM AS MFG. BY:, JAMES O. FOX, CIVIL ENGINEER POST SPACING TABLE SHEET ER-2840P SCAIE:NONE >< 1,0 FREESTANDING 10, 20 a ]o pal URALUM PRODUCTS, INC, 19 OF 30 REVISED BY: K.K. 8 D.P. 8088 TELEGRAPH RD...00WNEY, CA 9020 AND ATTACHED HORIL VNNO • 289 ALPINE AVE., BACRAMEyTO, CA 95828 (582) 8061 ]]7 FAX:927-2509 toXenq 11oIme8.e0m 70, 90 8 110 MPH FAX 4011519 aelea®dumium.eom Xxt w. �� 30# L.L. 11 110 MPH FREESTANDING & ATTACHED. SOLID PATIOS. 1'2' OR LESS 6.5 ROLLFORM 4 I-BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM 110 MPH a = - J O .110 Ml ii 110 MPH 5 O 110 MPH 110 MPH m - MACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED as = SPACING FTG MIN. FTG MIN. SPACING MIN. Miry, SPACING SPACING SPACING 1" rn O POST POST FTG. FTG FTG. MIN. FTG MIN. MIN. MIN. POST ' POST POST POST �G' POST �G', POST FTG' POST FTG- p05T (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) 'TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 8'-5" Y G 21 B 13'-2,. 3� G 24 � g'_3" G B. 29 (✓ 32 c 30 22 9-8' G 22 8'-1" G 21 B s: 4'-10" 7'-7" � G 22 B 2B G zs B� 8'-3" G' 23 8'-8" � , G 7'_2., G 22 B s 4'-0" s'-11" / F 23 % 10'-9" 3% G 26 % T-7" % F 24 B 7'-11" 2s B ze X G 24 / s'-7" / F 22 B r 3'-5" s'-5" % F 23 c 9'-11" 3% G 27 B/ T-10" % F 2s 7;4, % F is 8 g'-1" % F B c B 3'-0" 6'-0" 27 F 24 B/ 9'-3" % G 27 riB.'-7" % F 25% s'-10" % F 2s % 5'-8" % F 9 2'-8" 5'-7" % F z4 B 8'-9" B C ze C E 27 B 27 / / G / 6'-2' / F 25 s'-5'. 7 F B 28 10' 2'-5" 5'-4" % F 25 B 8-4" % G 26 B E 5'-10" 2927 F B C 6'-1" 2e 27 zs. B 5.�„ / F 24 B � F . 2s � 7'-11" 2e � B � zs � � F zs . � 5'-1' � F � 24 B 27 E G 29 5'-7" F C 5'-10" 7 F 4 4'-10' � F 25 B 17 - 4'-2s B10"/F 7'-7" / 'z 2B B�G 29 5. / 5-7/ F I 26WE . 4'-7" % F' 25 G 5'-1" X27 F 5� �.. F . B E - - - B 25 C 21 / 14• - 7_1 - 7'-0... G 30 % 4'-10"YZ271 F 27 5'-2" % F .27 % - - - - - G.A. 'A. NOTE: � � , ..�:n••7 FOOTING SHOWN IN CUBIC INCHES+-; FOOTNOTE: 'SAMPLE" J `� WITHOUT SLAB. FIGURE INDICATES MAX.. HT= 1 . 0'-0" SEE ALTERNAVE FOOTING TABLES FIGURE INDICATES MAX.. HT. = 12'-0" c9�� Fly » SHT. 9 FOR ATTACHED 8 OF CN SHT. 29 FOR FREESTANDING OFEss!Q M E= 0., NO. 2151] EXP. 0.30.2007 a yy CN4 ,rFOF da1f0aaN I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. 1 REPORT NUMBER DATE: 1.3/2002 LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: SHEET JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 d 10 psl DURALUM PRODUCTS, INC. ER-2E.40P REVISED BY: 9060 TELEGRAPH RD., DOWNEY, CA 90210 '110 FREESTANDING 20 OF 30 REVISED BY: K.K. d D.P. ANDATTACHED HORIZ 110 MP 0269 ALPINE AVE., SACRAMENTO, CA 95926 (562) 900.1]]7 fAX:927.2509• foxeng@hotmall.com 70. DO 6 110 MPH (918) 152.7021 FAX'100.1519eelef doe HO' ema74 ®0unlum.com NOTE: FOOTING SHOWN IN CUBIC INCHES' WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR.FREESTANDING DBL. 2"x6.5"x.024"BM DBL.?��c615X8"BEAMEAM MAX.POST SPACING 7" I-BEAM10" 3"x8" BEAMWINSERT 110 MPH MAX.POST FREESTAND ATTACHED SPACING FTG. MIN. FTG MIN. POST POST (1 N.) TYPE (IN.) TYPE 1 -BEAM S O ~ "� O g U) I Z 3 a O MAX.POST SPACING 110 MPH FREESTAND ATTACHED MAX.POST SPACING 110 MPH ATTACHED ' FREESTAND ATTACHED FTG (IN.) MIN. POST TYPE FTG. (IN) MIN. POST TYPE FTG. (IN.) MIN. TYPE FTGPOST (IN.) IN. POST TYPE 4• 6-0" 27'-0"J 41 z1 31 E� 38'-1" 444 H 35 F 5 4'-10" 24'-1., z, j32 T-4" EZ 34'-1" 22 H 36 F s 4'-0" 22'-0" 41 H 33 F 31'-1a 44 45 H 97 F T 3'-5" 20'-4" w 4, G 34 F 28'-9" X4, _WT; zz B a 3'-0" 19'-1'• 3�.+G35 B B 13'-2" 12'-4" F 26'-11" 4� H 3s 5G +7 2'-8" 18'-0" 3X F25'-4" 5,�„ 41 H 24 F3a/ VG ,a 2'-5" 17'-0" 37 G 36 F 24'-1" 41 X H 40 �G „ - 16'-3" 3/ G 37 F 22'-11" 4, H 41 G . 12 - 15'-7.. 3 8 G 37 F/G 22'-0" 4X 42 H 42 G 13• - 14'-11" X 35 G . 39 FjG 21'-1" 39 H 42 G ,a - 14'-5" 3s X G 38 F/G 20'-4" 3s H�43G IS' _ 13'-11" G' ..36 G /G 19'-8' �/ HG NOTE: FOOTING SHOWN IN CUBIC INCHES' WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR.FREESTANDING DBL. 2"x6.5"x.024"BM DBL.?��c615X8"BEAMEAM MAX.POST SPACING 110 MPH 3"x8" BEAMWINSERT 110 MPH MAX.POST FREESTAND ATTACHED SPACING FTG. MIN. FTG MIN. POST POST (1 N.) TYPE (IN.) TYPE MAX.POST SPACING 110 MPH FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN.) MIN. p05T TYPE FT'G' (IN.) MIN. POST TYPE FTG. (IN.) POST TYPE FTC'' ( IN.) POST TYPE 7'-0". 2� F z0 B 8'-3" 2`J� G z1 B 17'-5" 3X G 27 B 6'-3" 2� F z, B T-4" �/ G 22 B 15'-7" . 3% G 2s B 5'-8" z� F 2, B 6'-8,. zs/ G 22 B 14'-3" 3� G 29 E 5'-3.. z� Fl— zz B 6'-2" 5'-10" �� 26j G G 23 23 B B 13'-2" 12'-4" 37 344 G G zs ' . fl/F E j F 5,�„ � G 24 B 11'-7" 4 3s G 31 E� 5'4I zs/ G z4 B 11'-0"34 G 31 E/. F _ - - ::�_ 4'-11., 2e 27 267 G G zs 25 B B 10'-6" 10'-1" % 35 3s G G 32 E j F EF 9'-8" 3� G 33 E j F 31 32 G 33 F 3� G - . 33 y F FOOTNOTE: "SAMPLE" FIGURE INDICATES MAX.. HT. - 70'-D" FIGURE INDICATES MAX.. HT. i C Exp.:} -'JO -2U07 Pj oFE SSIOh �OFSDe %•. t � NO. 21543 FRF. 0.30.2007 d. CIVIL �. �OFrALif DRAWN B1•: N.K. FOX ENGINEERING INC. �� 4 C f' REPORT NUMBER DATE: nQ3Q002 JAMES G. FOX,CIVIlENO1NEER POSTSPACINOTABIE LIVELOAO• RAT4CLp.AVEttSYSTEMAS MFG. BY: ER -2640P SCALE: NONE 110 FREESTANDING 10, 20 8 ]0 psl DURALUM PRODUCTS, INC.- -60— SHEET 6060 TELEGRAPH RD., DONMEY, CA 90240 ANO ATTACHED I ORIZ W ND • 8269 ALPINE AVE.. SACRAMENTO, CA 9382E 21 OF 30 REVISED BY: K.K. 8 D.P.' (562)806-1 FAX:927.I509 b><e halmail.eom 70, 90 6 110 MPH roe No. Q7NAI4 (916) 452.7021 FAX 403.1510 saksOEduryNm.eam 10# L.L. 70 & 90 .MPH ATTACHED OPEN LATTICE PATIOS 10' HT. OR LESS } MAX COL 3" STEEL BEAM DBL.2"x6.5"xBE FI M DBLOR A"BEAMM DBL.3" x 8" BEAM 3" x 8" BM WANSERT MINIMUM NO. OF POST --- SPACING ON SLAB POST SIZE SIZE SIZEFO m SEE SPA NG SPAGNG POST POST SIZE POST SIZE a m HT.=B' MAX. HT.=ta MAX. FOOT. ON 70890 ON 70&90 70390 SPACING POST 5f] r FTG. MPH MPH ON ON 70 & 90 703 BO m POST TYPE POST TYPE NOTE' FTG. FTG MPH FTG MPH ON MPH ¢ FTG. 13'-7" 19 11'-7" 18 13'-3" 19 19 2. 2 15'-7" 28'-9" 25 s 2 2r 2 2 2 3 2 2 r 9'-8" 13'-1.. 19 19 12'-3" 20 14'-7" 20 28'-1" 26 2 2 20 r 3 2 2 3 2 2 a 8'-6" 12'-7•' 10'-6" 19 11'-5" 20 13'-9.. 20 27'-5., 27 a 2 3 2 2 .2 4 2,,-,- 9 2 g 7'-7" 12'-0" 21 10'-0" 20 10'-10" 21 13'-2" 21 26'-10" 27 22 s 2 3 2 2 2 4 2 3 ,a 6'-9" 11'-6" g,_7:: 20 10'-4" 21 12'-8" 21 26'-3" 28 ,a 2 4 2 2 3 4 2 3 6'-2" 11'-2" 22 9'-2" 21 9'-10" 22 12'-4" 22 25'-9" 291-1 ,r 2 4 2 3 3 5 2 3 ,z• 5'-8" 10'-3" 22 8'-10" 21 22 r 9'S' 11-9' 25'-3" 29 12• 2 2 3 2 ,a 5=2„ 9'-11" 22 8'-7" 21 9'-0" 23 11,x„ 23 24'-9" 30 13, 4 3. 5 3 3 4 2 3 3 5 2 4 14' 4'-10" 9'-7" 23 22 8,�„ 8._8.. 23 11'-0" 23 24'-4" 30 ,4• 3 2 .3 2 ,s• q,�., 9'-3" 23 8'-0" 22 8'-5" 24 10'-9" 24 23'-i 1" 31 ,s• 3 5 2 3 5 4 5 3 3 6 3 ,s• 4'-3" 9'-0" 23 7'-10" 22 4 . 8'-2" 24 24 10'-6" 23'-6" 32 ,6' 3 2 4 6 3 4 ,r 4'_0" 8'-8" 23 • 7'-7" 22 7'-11" 24 10'-3" 24 23'-1" 32 ,r 5 .3 ,e 3'-9" 8'-7" 24 23 3 5 7'-5" 7'-8" 25 25 10'-0" 22'-9" 33 �B' 3 5 2 4 4' 7 2 19 3'-7" 8.�,: 24 7'_3,. 23 7,_5.. 25 g�-9" 25 22'-5" 33 ,9' 3 2 4 3 5..y za 3r4" 8._2,: 24 7'-1„ 23 7,-2„ 25 6 4 7 5 V-6" 25 22'-1" 33 2a 4 3 4 fi 47 21' 3'-2" 8 _p„ 24 6'-11., 23 26 26 . 6'-11" 9'-3" 21'-5.. 3421' q 9 FOOTNOTE:6 4r4'cl v HEADER AND OR NOTE: ING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" MIN. NO.OF POST FOOT REQUIRED SPACING WITHOUT SLAB. MUST EXCEED SEE ALTERNATE FOOTING FIGURE INDICATES 70 MPH TABLES PaorEssroh : FIGURE INDI AS 90. ALLOWABLE SLAB SPACING 'SHT. 9 FOR ATTACHED & Q OES G,, ' OR LESSER MUST BE USED } -�jJ 7 SHT. 29 FOR FREESTANDING FOOTNOTE:' / 21543 COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC. SLAB O EXP. 0-30m200? a COL. TYPES 2 =.032- SIDEPLATES, ON CONC. SLAB OR FOOT -I. Gp_ OF s crvRO�CAt1F� F E.S. EVALUATIONDRAWN Bv: K.K. FOX ENGINEERING INC. ORT NUMBER 1/7]/2002 LIVE toAo PATIO COVER SYSTEM AS MFG. BY:SHEET 10JAMES G. FOX, CIVIL ENGINEER' POST SPACING TABLE 10, 20 6 JO psf DURALUM PRODUCTS, INC.640P SCALE:NONE 6060 TELEGRAPH RD., DOVMEY, CA 90240 70190 FREESTANDING REVISED.BY: K.K. d D.P. ANDATTACHED HOR12. WND a 6269 ALPINE AVE.. SACRAMENTO, CA 95626 22 OF 30 (562) 606-1»7' FAX:927.2509 foxenp holmail.com. 70. 90 6 110 MPH roe w. oroiar (916) 452.7021 FAX.403-1519 sales@duralum.com 10# L.L. ¢ j o 1D �' MAX.COL. SPACING ON SLAB SEE FOOT- .NOTE • 3" STEEL BEAM POST SPACING ON FTG. CUBE FTG. SIZE IT 11'4" 11'-11" 20 r 9'-8" 10'-11" 21 a 8'-6" 9'-111,. 21 9 7'-7" 9'-6" 22 ,v 6'-9" 9'-0" 22 20 .6-2" 8'_8" 22 19'-4" 34 8'-7" 20 9'-.8" 21 12'-0" . 27 14' 4'-10" 7'-10" •23 . IN 4'_6" 7'-7" 23 16' 4'_3^ 7r -4r, 24 1r 4'-0" 7'-2" 24 1B• 3'-9" 7'-0" 24 19' 3'_7" 6-10" 25 2a 3'4" 6-8" 25 . 21' 3'-2" 1 6-6" 25 110 MPH ATTACHED OPEN LATTICE PATIOS 7BL.2"x6.5"x.024"BM DBL.2"x6.5"x.032•' BM OR WxB"BEAM DBL. 3" x 8" BEAM 2 3" x 8" BM W/INSERT POST iPAGNG O G• CUBE FTG. SIZE POST SPACING FOTG. CUBE FTG. SIZE POST SPACING FTG. CUBE FTG. SIZE POST SPACING ON ' FTG. CUSEZETG. 9'-7" 19 10'-4" 19 12'-8" 25' (562) 000-1377 FAX:927.2509 foXen ®holmell.com 19'-8" 33 91-0" 19 10'-0" 20 12'-4" 5 26 19'-4" 34 8'-7" 20 9'-.8" 21 12'-0" . 27 ,r 18'-10" 36 8'-3" 20 9'-4" 21 11'-8" 28 18'-5" 37 7'-10" 21 9'-1" 22 11'-5" 2S 18'-1" 38 7'-6" 21 8'=10" 2211-3" 29 17'-8" 39 7'-2" 21 8'-7" 23 11'-0" 30 17'4" 40 7'-0" 22 8'-4" 23 10'-9" 31 17'-0" 40 6'-9" 22 8.-r 23 10'-6" 3141 16'-9" 16'-5" 42 6-6" 22 7'-11" 2432 10'-3" 6-4 23 7-8 24 10'-0" 32 16-2" 43 6'-2" 23 7'-5" 24 91_91. 33 15'-11" 43 23 7'-2-- 24 9r -6r, 33 15'-8" 44 5'-11" 23 6'-11." 25 9--3n 34 15'-5" 44 5'-9" 23 g -g". 25 9.-01. 34 15'-3" 45 T-7" 23 6'-5" 25 8'-9" 10' HT. OR LESS. °d m ~ FOOTNOTE: • ` �w�`�`_'` l �, '�s HEADER AND OR NOTE: POST TYPE MIN. NO. OF POST FOOTING SHOWN IN CUBIC INCHES (�4 2 REQUIRED SPACING WITHOUT SLAB. ✓ ''rryy MUST EXCEED 5 ALLOWABLE SLAB SPACING SEE ALTERNATE FOOTING TABLES ' r OR LESSER MUST BE USED SHT. 9 FOR ATTACHED 8 N0 2153 3 SHT. 29 FOR FREESTANDING LXPI. 9-30-2097, CE 63 aTr1 CO . l Y ;�S- •g (=9IavIA- E`Q PES 5; lbAU 9 I.C.C. E.S. EVALUATION ,AVM BY: K.K: FOX ENGINEERING.INC. REPORT NUMBER DATE: 11f.:11002JAMES 4 G. FOX. CIVIL ENGINEER POST SPACING TABLE ER -2640P SCALE: NONE �' 7 8000 TELEGRAPH RD.. DOWNEY, CA 90240 110 FREESTANDING REVISED 6Y: K.K. B D.P.. ANDATTACHED (562) 000-1377 FAX:927.2509 foXen ®holmell.com 10' HT. OR LESS. °d m ~ HT.=6 MAX. POST TYPE 2 2 a 5 3 r 5 3 a 63 5 9 6 4 1D 7 4 1T 8 4 ,z 8 5 13' 9 5 14' 9 5 15 10 5 1a 10 6 ,r 11 6 1B 2 2 ,9 2 2 20• 2 2 21' 2 2 - 1 -.024" SIDEPLATES. USE ON CONC. SLAB ONLY 2 - .032' SIDEPLATES. ON CONC. SLAB OR FOOTINGS. HT. -10' MAX. POST TYPE 1 2 6 3 7 4 7 4. 8 4 . 9 5 9 5 10 6 11 6. 11 6 12 7 13 7 14 8- 2 2 2 2 2 2 E2. 2 �eFE351aN NO. 21543 EXP. 9.30.7007 0 CIVIL 11• •trEOF CAL10a,' LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: 16.20,30 0830 Pef DURALUM PRODUCTS, INC. SHEET HORIZ. NAND • 8269 ALPINE AVE., SACRAMENTO, CA 95826 23 OF 30 70.1 8 110 MPH 1(916) 452.7021 FAX 403-1519 eale4a durelum.enm XX1 "o' ermaH so. ' CS LU NOTE: FOOTNOTE:FOOTING SHOWN IN CUBIC INCHES HEADER AND OR WITHOUT SLAB.107 MIN. NO. OF POST SEE ALTERNATE FOOTING TABLES REQUIRED SPACING MUST EXCEED SHT. 9 FOR ATTACHED 6 SHT. 29 FOR FREESTANDING CALIV ALLOWABLE SLAB SPACING OF Off` OR LESSER MUST BE USED j I.C.G. E.S. EVALUATION jATE RAV N,,%K.K. FOX ENGINEERING INC. REPORT NUMBER : S1/22!!,002JAMES G. FOX• CIVIL ENGINEER POST SPACING TABLE ER -2640P CALE:NONk: 0000 TELEGRAPH RD., DOWNEY. C 4 90240 110 FREESTANDING EVISED BY: K.K. 6 D.P. ruo� am_.,,, , ��,•„� -�__ _ ANOATTACHEO 10'H 20# L.L. 110 MPH ATTACHED OPEN LATTICE PATIOS > = L MINIMUM NO. MAX.COL. 3" STEEL BEAM DBL.2"X6.5"x.024"BM 9BL.2"x6.5"x.032"BM POST TYPE 1. 2 1 SPACING s 5 OR.3"x8"BEAM DBL. 3" x 8" BEAM 3" x 8" BM WANSERT r a S o m ON SLAB SEE POST SPACING CUBE FTG. SIZE POST SPACING CUBE FTG. SIZE POST SPACING CUBE FTG. POST CUBE FTG. POST 4 .8 4 FOOT- ON FTG. 4 ON 5 O N SIZE SPACING ON SIZE SPACING CUBE FTG. SIZE 8 5 NOTE' 6 FTG. 5 FTG. 6 FTG. 9 ON FTG. . .6.. . 1s' 10 5 19 8'-6" 18 10'-0" 19 13'-10 7 20'-9" - 6 14 - 8 21 24 r 7'-1" 9'-3" 20 8'-0" 19 9'-8" 20 12--1 21 20'-3" 25 e 5'-11" 8'-9" 20 7'-7" 19 9'-4" 20 11'-9" 22 19'-10" 26 8'-4" 20 7'-3" 20 9'-0" 21 11'-5" 23 19'-5' 27 1a 4'-5" 8'-0" 21 6'-11" 20 8'-9" 22 11'-2" 23 19'-0" 28 11' 3'-11" T-8" 21 6'-8" . 20 8'-6" 22 10'-11"24 18'-7" 29 1z 3'-6" T-5" 22 6'-5" 21 8'-3" 23 101-81. 24 18'-3" 29 13 3'-2" 7'-2" 22 6'-2" 21 8'_0" . 23101-151, 25 17'-11" 30 14' - 6'-11" 22 6'-0" 21 T-9" 23 10'-2" 25 17'-7" 30 1s - 6'-8" 23 5'-10" 22. 7'-6 23 26 17'-3" 31 1s _ 6,-0,. 23 5'-8" 22 7'-5" 24 9'-8" 26 17'-0" 31 1r - 6��„ 18 5'-6" 22 7'-0" 24' 9'-5" 26 32 16'-8" so. ' CS LU NOTE: FOOTNOTE:FOOTING SHOWN IN CUBIC INCHES HEADER AND OR WITHOUT SLAB.107 MIN. NO. OF POST SEE ALTERNATE FOOTING TABLES REQUIRED SPACING MUST EXCEED SHT. 9 FOR ATTACHED 6 SHT. 29 FOR FREESTANDING CALIV ALLOWABLE SLAB SPACING OF Off` OR LESSER MUST BE USED j I.C.G. E.S. EVALUATION jATE RAV N,,%K.K. FOX ENGINEERING INC. REPORT NUMBER : S1/22!!,002JAMES G. FOX• CIVIL ENGINEER POST SPACING TABLE ER -2640P CALE:NONk: 0000 TELEGRAPH RD., DOWNEY. C 4 90240 110 FREESTANDING EVISED BY: K.K. 6 D.P. ruo� am_.,,, , ��,•„� -�__ _ ANOATTACHEO 10'H OR � ESS > = L MINIMUM NO. OF POST FOOTNOTE:• HT. -V MAX. HT. -IU MAX. POST TYPE POST TYPE 1. 2 1 2 . s 5 3'' 6 3 ' r 5 3 7 4 a 6 3 7 4. 9 6 4 .8 4 1a` 7 4 9 5 ++' 8 4 9' 5: 1r 8 5 10 6 5 11. 6 14' 9 S 11 .6.. . 1s' 10 5 12 7 . is 10 6 13 7 IT 1.1 6 14 - 8 NOTE: ' FOR 70190 MPH MIN. POST, SEE 10# TABLE `' FOOTNOTE:' COL. TYPES 1 -.024* SIDEPLATES, USE ON CONC. SLAB ONLY COL: TYPES 2 - .032' SIDEPLATES, ON CONC. SLAB OR FOOTINGS. �OFESObh + 4 2 �++ NO. 21517 m EXP. 9-50-2007 m CMR r off OFCAU LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: 10, 20 A 30 par DURALUM PRODUCTS, INC. SHEET HORIZ. NAND o 0299 ALPINE AVE.. SACRAMENTO. CA 95029 24 OF 30 70.90 0 110 MPH (910) 452.7021 FAX 1034519 ssles@durelum.com me .0 OFOo " S o m MAX.COL. SPACING ON SLAB SEE FOOT- NOTE' 30# L.L. 3" STEEL BEAM 11'0 MPH ATTACHED DBL.2"x6.5"x.024"BM OPEN DBL.2"x6.5"x.032" BM OR 3"x8"BEAM LATTICE DBL. T' x. 8" BEAM . PATIOS 3" x 8" BM WANSERT POST SPACING CUBE FTG. ON SIZE FTG. p ST SPACING �G CUBE FTG. SIZE POST SPACING ON FTG. CUBE FTG. SIZE POST SPACING ON FTC, CUBE FTG. SIZE POST SPAGNG O G CUBE FTG. SIZE s 6'-0" g _ 1 18 T-0" 17 8'411 1810'-4" 10'-0" 19 17'-1" 23 r 4'-10" 7'-7" 18 6'-7" 17 8'-0" 19 20 16,x„ 24 a 4'-0" 7'_2„ 19 6'_3" 18 7'-9" 19 9'-6" 9'_3" 9'-0" 10" 21 15'-8" 24 s 3'-5" 7'-0" 19 6'-0" 18 7'-6" 20 21 15'-0" 25 10• 3'-0" 6'-7" 20 5'-8"19 7'4" 20 22 14'-6" 26 11 2'-8" 6'-4" 20 5'-6" 19 7'-0" 21 23 14'-0' 26 17, 2'-5" 6'_1" 20 5'-3" 19 6'-9" 21' 8'-9" 23 13'-7" 26 13• -9 5'-10" 21 5'-1" 20 6'-6" 2123 8'-6" 13'-4" 27 14. - 5'-7" 21 4'-11„ 20 6'-3" 2'224 8'-3" 13'-1" 27 FOOTNOTE: • OR a 1- 5 o: ~ NOTE: - HEADER AND OR HT. -10' MAX. POST TYPE MIN. NO. OF POST 1 FOOTING SHOWN IN CUBIC INCHES REQUIRED SPACING 2 WITHOUT SLAB. . MUST EXCEED 3 SEE ALTERNATE, FOOTING TABLES ALLOWABLE SLAB SPACING SHT. 9 FORATTACHED d ' OR LESSER MUST BE USED 3 7 4 s SHT. 29 FOR FREESTANDING .C. E.S. EVALUATION NUMBERDATE: DRAWN BY: K.K. FOX ENGINEERING INC. [REPORT -2840P 1127/2002.JAMES SCALE: G. FOX, CIVIL ENGINEER 4 BY: REVISED BY: K.K. d D.P. 0060 TELEGRAPH RD., DW ONEY, CA 90240 1Q 7 "(562) 806.1337 0AX:927-2509 foaenp Ilotmetl.com 9 5. 10' HT. OR a 1- 5 o: ~ LESS MINIMUM NO, OF POST . F1T.=9 MAX. HT. -10' MAX. POST TYPE POST TYPE 1 2 1 2 s 5 3 6 3 r 5. 3 7 4 s 6 3 7 4 s 6 4 8 4 1Q 7 4 9 5. 8 4 9 5 12' 8 5 10" 6 . 13 9 5 11 6 14' 9 5 11 6'. NOTE: ' FOR 70190 MPH MIN. POST, SEE 10# TABLE FOOTNOTE:' COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES_ -f 2SfibEP-1 TTES, ON CONC. SLAB OR FOOTINGS. ipO FE SSIO,y ��'rNEs0.1 � NO. 21543 �J f1 /1` EXP. 430.2007 IIL✓QQI�q � ��OFIVIL KieP�''* POST SPACING TABLE LIVELOAO�-- PATIO COVERSYSTEMASMFG..BY: 110 FREESTANDING 10, 20 d 30 psf DURALUM PRODUCTS, INC. SHEET ANDATTACHEO MORIZ WIND - 6269 ALPINE AVE., SACRAMENTO, CA 95025 25 OF 30 70, 90 6 110 MPH 1 1(916)452-7021 FAX 403.1519 setesd0d... 1--m -0 � Orm�H 10# L.L. 70'& 90 MPH FREESTANDING OPEN LATTICE PATIO COVERS 12' HT. OR LES j.D8L.2"x6.5"x.032" BM. OR 3.x8 BEAM 11 11 „ S DBL. 2 x 6.5 x .024 BEAM DBL. 3" x 8".BEAM 3" x 8"'BM W/ INSERT Fi MAX. MAX. POST POST MAX. MAX. MAX. MAX. = MAX. HT. = B HT. = 72' POST POST POST POST MAX. MAX r m POST MAX. Hi. = B' HT. = 12' HT. = U HT. - 12' POST POST F SPACING 7090 MPH 7080 MPH POST PO MAX. OS HT. = 8' HT. = 12' S = SPACING 7090 MPH 7090 MPH SPACING 70/90 MPH 7090 MPH SPACING 7090 MPH 7090 MPH m S MIN. CUBE MIN. CUBE MIN. CUBE MIN. CUBE POST FTG. POST FTG. POST FTG. POST �G• MIN. CUBE MIN. CUBE MIN. CUBE MIN CUBE ~ TYPE TYPE TYPE POST FTG. POST FTG. TYPE TYPE TYPE POST FTG. POST FTG. s 12'-5" 24 G 26 28 11'-7" F F 24 26 F 24 15'-7" G 24 G 26 rG TYPE G 26 / / G 28'-9" 28 30 G J 30 34 s r 12'-2.. F F 24 26 F G 2�pr 24 26 24 28 14'-6" 24 G 26 G� 28 G 30 G 28'-1" / G J � r B 11'-11' F F 24 26 / 26 28 F F 24 26 G 24 28 13'-6" j 24 22 G G '26 30 27'-5" j 28 30 G 30 e 11'-8" 24,--26 / 26 28 24 26 24 G J 34 s >G 12'-9" / 24 22 G G 2� 26'-10" 28,,-30 G J 30 34 e ttr 11'-5" 24 26 26 28 24 26 / 24 28 12'-1" j 2S 22 F G 2� 26'-3" / 28 G 30 ,v 11'-2" / F 22 24 / 26 28 24 26 F G 24 28 11-7., G 5272 4 F 26 „ G G 2�. G J 3 �� G 25'9 /� J 11 17 10'-11" 22 24 F G 24 26 22 24 F G 24 24 11'-0" j 22 F 24 G 28 G 30 24 G 25'-3" 3 J 32 tr 13 10'-9" F F 22 26 F G 24 26 22 24 F G 24 24 10'-7" �j 22 24 F, G 2�. 24'-9" 28 G 30 13• 14 10'-6" F F 22 22 F G 24 26 8-4" F 22. 24 F G 24 6 10'-2" j 22 F 24 G 28,.--- 8 30 G J 3� 75' 10'-4" F 22 F 24 / r 24 G � 24'-4" C, 0 G 1a' 8._0. F F 22 24 F. F 24 24 9'-10.. 3_--- 22 24 F G 2 23'-11' j 28 30 G G 3� 15 1s 10'-2" 22,,---22 24 26 7'-10" 22 24 24 24 9'-7" F 22 24 F G 2� 23'-6" .28 G 30 / 30 G 32 1s 1r 10'-0" 22 22 24 26 7'_7" F 22 24 F 24,,,'24 t G 22. F 24 t G 26 G 30 1r 9.3. / 24 23'-1' / l .. G 1a 9'-10" F F 22 22 / 22 24 7'_5 .22 22 F 22 24 9._0,. G F 22 24 F G 2� 22'-9" 26,o--30 G 28 32 18 19 9'-8" F,,--- 2� / � 7�-3" 22 22 22 24 8 -9" 22 24 F 2 6 22'-5" 26 G 28 19' 20• 9'-7" F 22 F 22 F / 30 G 7 -1 F. 22 •22 22 24 8'-7" j 22 24 F G 2� 22'-1" j 26,,-'.30 G G. 2� 20' . . 21 9'-5" . 22 '22 F G 22 24 6'-11" 22 22 22 24 G 22 24 F 24 �� _ G 8'-4' ,T 26 G211 NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. 1 ewoFESsto w SEE ALTERNATE FOOTING TABLES �Q 'MES u R+ 1 C SHT. 9 FOR ATTACHED 8 � s SHT. 29 FOR FREESTANDING FOOTNOTE: "SAMPLE" 140-21543 m 1 EXP. 9-30-200+' s INDICATES POST B FTG. INDICATES POST b FTG. -% FOR 70 MPH s� nV¢ FOR 90 MPH CIVPL py� 'po E726 E VALUATION DATE: 1 123 K.K. FOX ENGINEERING INC. .cam,_ UMBER DATE: 11R]R002 T JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE LIVE LOAD' r PATIO%C __V,ER%SYSTEMAS MFG. BY: SCALE:NONE E 8060 TELEGRAPH RD.. DOWNEY• CA 90210 70190 FREESTANDING 10• I0 8 ]0 pal DURA MM PRODUCTS• INC. SHEET REVISED BY: K.K. D.P. ANDATTACHED HORIZ. WIND • 8299 ALPINE AVE.. SACRAMENTO. CA 95826 28 OF'30 562 506 •1]]7 FA71:927.2509 fo+an hotma0.com 70.9- 6 110 MPH (918) 152.7021 FAX 1011519 3ales(adU aN.— X09 M0' atmmr NOTE: FOOTING SHOWN IN CUBIC INCHES ' WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING FREESTANDING OPEN -LATTICE PATIO COVERS 1U# L.L. 110 MPH DBL. > 5 = a iEN DBL.2"x6.5"x.032" BM. OR 3"x8"BEAM MAX. POST SPACING . MAX. POST HT. = B' - MAX. ' POST HT. - 12' 110 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE ' CUBE.- UBE..POST FTG. F 24 G 28 G 30 T 10'-0" G 28 G 30 s 9'-8" G 28 G 30 9 9'-4" F 28 G 30 ICY g _1 F 28 G 30 30 11 8'-10" F 28 G 30 1r 8'-7" F 26 G 28 13' 8'-4" F 26 G 28 ta' 8'-1" F 26 G 28 1s 7'-11" F 26 G 28 14' is tr 7'-8" T-5" F F 26 26 G G 28 NOTE: FOOTING SHOWN IN CUBIC INCHES ' WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING FREESTANDING OPEN -LATTICE PATIO COVERS .DBL. 2" x 6.5" x.024" BEAM DBL. 3" x 8" BEAM MAX. POST "PACING 28 18• 7'-2" F 26 G 26 19 6'-11" F 24 G 26 2a 6-8" F 24 G 26 26 G F I 24 G 26 NOTE: FOOTING SHOWN IN CUBIC INCHES ' WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING FREESTANDING OPEN -LATTICE PATIO COVERS .DBL. 2" x 6.5" x.024" BEAM DBL. 3" x 8" BEAM MAX. POST "PACING MAX. POST HT. - & . MAX. POST' HT. - 12' MAX. POST MAX. POST HT. = B' MAX. POST HT. = 12• III) 110 MPH . 110 MPH 110 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE' CUBE FTG. MIN: POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. 9'-7" G 26 G 28 15'-7" G 28 J G 30 G 26 G 28 14'-6" G 28 G 30 8'-7" G 26 G 28 13'-6" G 28 G 30 8'-3t' G 26 G- 28 12'-9" G 28 10'-9" G G 30 7'-10" F 26 G 28 12'-1" G 28 14' G 30 T-6' F 26 G 28 11'-7" G 28 G 32 G 30 7'-2" F 24 G - 26 11'-0" G 28 G G 30 7'-0" F 24G 26 10'-7" - G 28 32 G 30 6'-9" F 24 G 26 10'-2" G 28 G 30 6-6". -6" F 24 G 26 9'-10" G 28 G 30 6'-4" 6'-2" F F 24 24 G G 26 26 9'-7" 9'-3" G G 28 26 G 30 G 28 6'-1"F 24 G 26 9'-0" G 26 G 28 5'-11' F 24 G 24 8,-9„ G 26 G 28 5'-9" F 24 G 24 8'-7"G 26 G 28 � 5'-7' F 24 G 24 8'-4" G 26 r � _ �� G 1 Q11 —;•s• 1.2' HT. OR LESS 3" x 8" BM W/ INSERT MAX MAX OST PACING POST HT. = B' POST HT. = 12' 5m o. F � wa -fie. LIVE LOAD 110 MPH 110 MPH MIN. POST' TYPE CUBE .FTG. MIN. POST TYPE CUBE FTG. 12'-8" GP32 DURALUM PRODUCTS, INC. J 34 s (562) 60&1777 FAX:927-2509 fo.eng@holmail.com 12'-4" G 8209 ALPINE AVE., SACRAMENTO, CA 95626 J 34 r (916) 152.7021 FAX 107-1519 sales@duralum.com 12'-0" G J 34 e G J 34 9 G J 34 la 11'-3" G J 34 11 11'-0" G 30 J 32 ,z 10'-9" G 30 J 32 13' 10'-6" G 30 G 32 14' 10'-3" G .30 G 32 is 10'-0" G 30 G 32 16 9'-9" G 30 G1T 32 9 -6 G 30 G 32. +6' 9'-3" G . 30 G 32 19 . to, OR �. t. G 9 . 30 30 G G 32 32 2a 21' i n 1 l •..,� Ex:....; 007 � Vo p1y0FES�Ory + c y NO. 21517 EXP. 9. 2007 C 'x111 ML . ate' FOF CAL1FOa I.C.C. E.S. EVALUATION REPORT NUMBER DRAYIN BY: K.K. DATE: 112712002 OFOXENGINEERING INC. JAMES G. FO%, CMI ENGINEER POST SPACING TABLE wa -fie. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: SHEET ER -2640P SCALE: NONE 8060 TELEGRAPH RD:, OOVVNEY, CA 90210 110 FREESTANDING 10, 20 & 30 FLO DURALUM PRODUCTS, INC. ' REVISED BY: K.K. & O.P. (562) 60&1777 FAX:927-2509 fo.eng@holmail.com ANOATTACHED HORIZ. VNNO • 70, 90 & 110 MPH 8209 ALPINE AVE., SACRAMENTO, CA 95626 27 OF 30 loe NO' o�� (916) 152.7021 FAX 107-1519 sales@duralum.com 20# L.L. 110 MPH FREESTANDING OPEN LATTICE PATIO.COVERS 12' HT. OR LESS DBL.2"x6.5"x.032" BM. OR 3"x8"BEAM DBL. 2" x 6.5".x .024" BEAM 11 DBL. 3 x 8 BEAM 3" x 8 BM W/ INSERT MAX. MAX. MAX. MAX. G POST POST POST POST MAX. MAX. MAX. MAX. MAX. HT. = e HT. • 12' POST POST POST POST = HT. = B' HT. = 12' MT. = 8 HT. = 12' 5 o POST OST MAX. FE 9 SPACING 110 MPH 110 MPH POST MAX. HT. = B HT. = 12' S = SPAGNG 110 MPH 110 MPH SPACING 110 MPH 1'10 MPH POST SPACING 110 MPH 110 MPH MIN CUBE MIN. CUBE MIN. CUBE MIN. CUBE MIN.. CUBE MIN. CUBE POST FTG. POST FTG. POST FTG. POST FTG. . POST FTG. POST FTG. POST CUBE PMIN OST CUBE TYPE TYPE TYPE TYPE TYPE TYPE . TYPE TYPE e 9'-0'' G 28 G 30 g.�.. G 26 G 28 11'-5" G 28 G 32 20'4" G 32 J 36 s r 8'-9" G 28 G 308. 0.. F 26 G .28 10'-7" G 28 G 32 20'-3" G 32 J 36 r a 8'-7" G 28 G 30 T-7" F 26 G 2a 9'-11" G 28 G 32 19'-10" G 32 J 36 a s 8'-5" G 28 G 30 7,_Y F 26 G 28 9'4" G 28 G 32 19'-5" G 32 J 36 s 10' 8'4" G -26. G 28 6'-11" F 24 'G 26 8'-10" G 28 G 30' 19'-0" C7 32 : •J . � 34 +a• F 26' G 28 6'-8" F 24 G 26 8'-5"G 28 G 30 18'-7" G 32 J 34' 1, ' 12' T-11" F 26 G 28. 6_5' F 24 G ,3 7'-9" F 26 G 28 6'-2" F 28 30 18'-3" G 32 J 34 1z. 24 G 26 7'-9" F 28 G 30- 17'-11" G 32 J 34 13, 14' T-7" F 26 G 28 6'-0" F 24 G 26 71_51. F 28 G 3017'-7" G 30 J 32 +a. 15 7'-5" F 26. G 28 5'-10" F 24 G 26 7'- "� F 28 G 30 17'-3" G 30 J 32 1s 16' TA" F 26 G 28 5'-8" F 24 G 26 7'-0" F 28 G 30 G 30 J 32 +B' 1r 7�"F26 G 17'-0" 28 5'�" F 24 G 26 6'-9" F 28 G '30 G . 16'-8" 30 J 32 1r NOTE: - FOOTING SHOWN IN CUBIC INCHES �♦dJ'' .� WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED b-@'•, SHT. 29 FOR FREESTANDING Lu. - I.C.C. E.S. EVA W. REPORT NUMBER DRAVMI BY: K.K. DATE: 11/2312002 SCALE: NONE REVISED BY: KK & D.P. EXo'. -0-.2007 C1Vi1- z; Q koFESSip� MMES C.,e t NO. 21513 �n Exp. ►30-2001 C1VM1. FO:� FOX ENGINEERING INC. LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: JAMES O. FOX, CIVIL ENGINEER POST SPACING TABLE t9, 20 a ]0 psl DURALUM PRODUCTS INC. CA 0502E INC. SHEET 0000 TELEGRAPH RD., DOVMIEY. CA 90210 110 FREESTANDING HORIZ WIND • 0209 ALPINE AVE., SACRA28 OF 30 502 E00.1]77 FAX:B 7.2509 lose holmStl.mm ANDATTACHEO 70; 90 E 110 MPH --------------- q ID. ormor� (910) 152.7021 FAX 403-1510 mles0dumlum.eom LC. C. E.S. EVALU, REPORT NUMBER ER -2640P 30# L.L. 110 MPH. FREESTANDING OPEN LATTICE PATIO COVERS 12' HT. SO. • 18 -THICK CUBE FOOTING CUBE FOOTING 60.: 18 -THICK CUBE FOOTING DBL:2"x6.5"x.032" BM. O48BEA M DBL. 11 2 II 11 23" SQ. 1 B" 38" s0" SQ. 36" 22" 26" SQ. OR LESS 51" SQ. 38" 24" MAX 22" x 6.5 x .024 BEAM DBL. 3" x 8" BEAM 24^ 3" x 8" BM W/ INSERT 42" 28" a = s MAX. POSTAX. HT. = 8'POST 56" SQ. 44" 30 MAX. MAX. POST 48 „ 57" SQ. MAX. POST MAX. 4s" SQ. 30"sa' MAX. MAX. 46•• 34" O POST 110 MPH 61" SQ. MAX, . HT. = 6 110 MPH HT. - 12' MAX. POST HT. = s POSTPOST HT. - 12' 52" MAX.SPACING HT. = B• POSTPOST HT. = 12'SPACING MIN. CUBE MIN. CUBE 11O MIN. MPH CUBE SPACING 110 MPH 110 MPH POST SPACING 110 MPH 110MPHPOST FTG. TYPE POST FTG. POST FTG. MIN. POST CUBE FTG. MIN. CUBE PYOPSET MIN. CUBE MINCUBE s 7'-5" F TYPE n pE _ TYPE FTG.POST FTG, TYPETYPE POST FTG. 26 7�-0" F 24 G 289'-5" G 28 G 30 17'-1" G 30 G 32r 7'-1" F. 26 28 6'-7" F 24 G 28 G 8'-9" 28 G 30 16'-4" G 30 G 32 s 6'-9" F 26 G 28 6'-3" F G G r 24 28 8'-2„ 28 G 30 15'-8" G 30 G 32 9 6'-6" F 26 G 28 6'=0" F G a. 24 28 71-8„ F 28 G 30 G 30 G 32 1a 6'-3" F 24 G 28 5'-8" F 24 ' G 9 26 7'-4" F 26 G 28 F14 -6""" G 30 G 32 11' 6'-1" F 24 G 5'-6" F . try 28 24 G 26 7'-0" F 26 G 28 G G 32 12• 5'-10" F 24 G 26 5'-3" 30 11 F 24 F 24 6'-8" F 26 G 28 G 28 30 13• 5'_g" F 24 G 26 S'-1" F G 1z• 24 F . 24 6'-5" 26 G 28 F3'- 28 G 30 13' 1a• 5'-8" F 24 F � 26 4'=11" F 22G F 24 6'2" F 26 G 28 .. G 28 G 30 14' LC. C. E.S. EVALU, REPORT NUMBER ER -2640P ORAYM BY: K.K. DATE: 11!23/2002 SCALE: NONE REVISED BY: K.K. 8 O.P: JAMES G. FOX. -CIVIL ENGINEER 8000 TELEGRAPH RD., DONMEY, CA 00240 POST SPACING TABLE 110 FREESTANDING ANDATTACHED LIVE LOAD " 10, 20 6 30 psf HORIZ W ND - 70. OO d 110 MPH PpOF ESS b 4 MESO., 1 NO. 2IS43 EXP. 0.70-2001 s CML J' . ,?�fEotCAl�co� i MFG. BY: DURALUM PRODUCTS, INC. FMM.GFWm4 HEET 8280 ALPINE AVE., SACRAMENTO. CA OS026 9 OF 30 (918) 452.7021'FAX 403.1519 ss1es84dum".mm ALTERNATE FREESTANDING FOOTING CUBE FOOTING SO. • 18 -THICK CUBE FOOTING CUBE FOOTING 60.: 18 -THICK CUBE FOOTING W NO SUB W NO SLAB W/ SLAB W NO SUB W NO SLAB -W SLAB 20" 23" SQ. 1 B" 38" s0" SQ. 36" 22" 26" SQ. 20" 40" 51" SQ. 38" 24" 30" SQ. 22" 42" 53" SQ.' 40" 26" 33" SQ. 24^ 44" 55" SQ. 42" 28" 37" SQ. 26" 46" 56" SQ. 44" 30 41"" S Q• 26" 48 „ 57" SQ. 46" 32" 4s" SQ. 30"sa' se" SQ. 46•• 34" 47" SQ.. 32" 52" 61" SQ. 50" 36" '4B" SQ. 34" 54" 64" SQ. 52" ORAYM BY: K.K. DATE: 11!23/2002 SCALE: NONE REVISED BY: K.K. 8 O.P: JAMES G. FOX. -CIVIL ENGINEER 8000 TELEGRAPH RD., DONMEY, CA 00240 POST SPACING TABLE 110 FREESTANDING ANDATTACHED LIVE LOAD " 10, 20 6 30 psf HORIZ W ND - 70. OO d 110 MPH PpOF ESS b 4 MESO., 1 NO. 2IS43 EXP. 0.70-2001 s CML J' . ,?�fEotCAl�co� i MFG. BY: DURALUM PRODUCTS, INC. FMM.GFWm4 HEET 8280 ALPINE AVE., SACRAMENTO. CA OS026 9 OF 30 (918) 452.7021'FAX 403.1519 ss1es84dum".mm ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL ALUM. ALLOY 3004-H36 ROOF SLOPE SHALL BE 1/4": 12" MIN, ALUM.ALLOY 3.0" 8,0" 6063-T6 WIND 3.200" DESIGN S.M.S OR 4.200" .042" 70 MPH #14 Cdl 12" O C 90 MPH ;314 id 12" D.C. WALL FASTENERS 110 MPH #14 SEETABLE 3" OR 4" STRUCTURAL SANDWICH PANEL @ 8" O.C. SEE ELITE ALUMINUM CORP. I.C.C. ER -5658 #14 SMS SH AVE FOR PANEL SPANS AND DESCRIPTION DETAILS A MIN. PEN I.C.C. APPROVED 8" BEAM HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. APPROVED UNDER 1997 U.B.C. OPTIONAL DECORATIVE FASCIA #14 S.M.S. (WOOD, ALUM. OR HARDBORD ) SEE TABLE ABOVE EXTUDED PANEL TO HEADER BEAM CONN R3RGUTTER WALL FASTENERS SEE TABLE BELOW OPTIONAL NON-STRUCTURAL FASCIA OPTIONAL RAIN GUTTER 2.740" — _t-_060" APPROVED 3" INSUL. ROOF PANEL #10 SMS T&B1 AT 12" O.C. 1.880" - 3" OR 4" HANGER CHANNEL PANEL TO PATIO ENCLOSURE CONN. )VE INSUL ROOF IN5ULATED ROOF PANEL INSULATED ROOF PANkL TO I.C.C. APPROVED TO I.C.C. APPROVED BEARING WALL SYSTEM NON-BEARING WALL SYSTEM NOTE: PANELS SHALL BE ELITE ALUMINUM CORP. I.C.C. ER -5658 OR APPROVED EQUAL THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT FOR USE WITH PATIO COVERS COMPLYING WITH APPENDIX CHAPTER 31, DIVISION 111, OF THE U.B.C. WHICH MUST BE SUBMITTED WITH ER -2640-P WHEN INSULATED ROOF PANEL IS USED. . NO. 2IS41 EXP. 9.10-2007 NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION oRAwNEY:K.K. FOX ENGINEERING INC. REPORT NUMBER DATE: 11123/2002 JAMES G. FOX. CVAL IN9Ul,ATEOROOF LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: ER -2640P SCALE: NONE TT 9000 TELEGRAPH RD., DONMEY, CA Po740 PANELCONNECTION9 10,s0a10PA OURALUMPRODUCTS,INC. HEET REVISED BY: K.K.9D.P. 592909-1117 FAX:927.25091n14" HORIZ K1N0 • 0269 ALPINE AVE, $ACRAM ENTO, CA DSOiO OF 3O �3C Eotm�9.com 70, BOi 110 MPN (D191437.7071 FAX 40115194a144AgInlumOam z Ey . J-3fJi�?p07 � V 4gomslp� ��G�L L 7 NO. 21543 EXP. 9-30-2007 EXIST. RESIDENCE .4 ��A. - VARIES \_ AWNING SUPPORT POSTS NUM VARY TO SUR @NON-BEARING SYSTEM MAX. LENGTH PER THE REQUIREMENTS / ROOF PLAN - OF THE APPROVED PATIO COVER DRAWING MIN. I / �I In // // _ SOLID PANELS STANDARD PANEL f-/--( JMDTH 24',36'.42- 21'-0" MAX. OR 48', SEE TABLES SHT.2 FRONT WALL ELEVATION PROJECTION c AY WINDOW 1 OVERHANG N OPTIONAL DOOR LOCATION II LIVE LOAD MAX. PROJECTION I 10 psf 21'-4" W MAXIMUM 1 20 psf 1T-0" PROJECTION 30 psf 14'•0" W DOOR: (30"x 74• MIN.j I ^ (?G"X ea MAX.) STANDARD PANEL 'POST SHALL NOT OCCUR I (/ IN FRONT OF DOOR .4 ��A. - VARIES \_ AWNING SUPPORT POSTS NUM VARY TO SUR @NON-BEARING SYSTEM MAX. LENGTH PER THE REQUIREMENTS / ROOF PLAN - OF THE APPROVED PATIO COVER DRAWING MIN. I / �I In // // _ SOLID PANELS STANDARD PANEL f-/--( JMDTH 24',36'.42- 21'-0" MAX. OR 48', SEE TABLES SHT.2 FRONT WALL ELEVATION PROJECTION c AY WINDOW 1 OVERHANG N APPROVED PATIO r COVER ROOF. S. .C. •.:: •.. • r ]BUTTE .;._••.::• •: 7 �:. �•;'••e••r ••�••t , •°•• COUNTY EXIST.CONC. � 0 i•4, �r.�,•:•,i I:•i, �•s .•. • .• •';•• •r SLAB IN GOOD .� `� •',. • ••. :. • i . •i CONDITION D 2007 (3 12' THK. MIN . : •o : �• i t i ' ° i . ir ` ' • •� EXIST. CONC. SLAB IN GOOD CONDITION OR 1 12' TIMES (3 12' THK. MIN. OR 1 12 1s ' TIMES THE ANCHOR EMBED.DEPTH "T L THE ANCHOR EMBED.DEPTH WHICHEVERIS MORE RESTRICTIVE.) �, WHICHEVER IS MORE RESTRICTIVE.) SECTION A u,a�Y,w` S SECTION B BEARING WALL SYSTEM W W STANDARD PANEL APPROVED PATIO VVIDTH: 24",38",42"OR 48•, COVERROOF. SEE TABLES, SHT.2. TOP 8 BOTTOM TRACK SHALL SIDE WALL ELEVATION BEAR FIRMLY ON MULLION PRIOR TO INSTALLATION ' OF FASTENERS. 98 METAL BACKED 5/8' NEOPRENE WASHERED S.M.S. 0 8.O.C. MAX. TOP TRACK � 2• /8 S.M.S. EA. SIDE ,.TO SPLICE OF -H- CHANNEL (4 PER -H-) - 1 DIRECTLY OVER OR UB"POP' RIVETS. i i 'H'CHANNEL HEADER FILLER2-08 PANEL / SMS EA. SIDE J • SIDE OF'H' CHANNEL "'��•✓✓/ • �(4QER,iH�OR, 'POP' RIVETS L� HEADER FILLER PANEL BOTTOM TRACK 4'-8'MIN.WINDOWOPENING SPLICE8' SEE TABLES, SHT.2 NOTE: 8'-0" MAX. WIDTH TEMPERED GLASS MINIMUL MINIMUMFROM SIDE SLIDING DOORS MAY BE INSTALLED IN END WALLS WHERE SOLID PANELS ARE VERTIC PERMITTED, (SEE NOTE ON FLOOR PLAN). CHANNEL. 2-08 SMS. KICKPLATE FILLER PANEL EA. SIDE OF'H' KICKPLATE FILLER PANEL CHANNEL 1/4' O'RAWL STUDOR (4 PER 1.0 EQUAL PER ICBO ER4514, 8' MAX. FROM EA. SIDE 1/4' O'RAWL STUD' OR EQUAL PER ICBO ER•4514, OR 1/8'0 PER PANEL) YOP' RIVETS 1 OF'H-CHANNEL (2 8' MAX. FROM EA. SIDE OF -H' CHANNEL (2 PER PANEL) APPROVED PATIO r COVER ROOF. S. .C. •.:: •.. • r ]BUTTE .;._••.::• •: 7 �:. �•;'••e••r ••�••t , •°•• COUNTY EXIST.CONC. � 0 i•4, �r.�,•:•,i I:•i, �•s .•. • .• •';•• •r SLAB IN GOOD .� `� •',. • ••. :. • i . •i CONDITION D 2007 (3 12' THK. MIN . : •o : �• i t i ' ° i . ir ` ' • •� EXIST. CONC. SLAB IN GOOD CONDITION OR 1 12' TIMES (3 12' THK. MIN. OR 1 12 1s ' TIMES THE ANCHOR EMBED.DEPTH "T L THE ANCHOR EMBED.DEPTH WHICHEVERIS MORE RESTRICTIVE.) �, WHICHEVER IS MORE RESTRICTIVE.) SECTION A u,a�Y,w` S SECTION B BEARING WALL SYSTEM CORNER CHANNEL r FILLER PANEL f ILLCR r/�IYCL SECTION C EMALE "H" CHANNEL MALE "H" CHANNEL #8 M.S. OR B"0 "POP" VET AT )P, BOTT. ID -HEIGHT \. SIDE, 'PICAL RACEWAY "H" SECTION D RACEWAY "M' CHANNEL MALE "H" CHANNEL SECTION G FEMALE/MALE "H" CHANNEL WINDOW SIDE FRAME #8 S.M.S. OR 1/8" "POP" RIVET AT 32"O.C. SECTION F MAX. WHERE WINDOW OCCURS & 24" O.C. MAX. WHERE PANEL OCCURS; EACH SIDE, FEMALE/MALE "H" CHANNEL r #143 1/2"S.M.S. W 1"O.D.PLATE WASHER & NEOPRENE INSERT. SPACE 12"D.C. RACEWAY "H" SECTION E #1441/2"S.M.S. W/ 1"O.D.PLATE WASHER & NEOPRENE INSERT. SPACE 17O.C. INSULATED ROOF PANEL TYPICAL. BEARING WALL SYSTEM WINDOW IDE FRAME SECTION H MALE "H" CHANNEL SECTION I EXIST. EXTERIOR WALL #8 S.M.S. @ 32" O.C. CAULKING #8 S.M.S. OR 1/8"0 "POP" RIVET AT AT TOP, BOTTOM & & MID-HGT. HANN AT WA EACH SIDE, TYP. SECTION L EXTRUDED OR R.F. FASCIA #8 S.M.S. OR 1/8"0 "POP" RIVET AT AT TOP BOTTOM & & MID-FIGT. EACH SIDE, TYP. EXIST. APPROVED ENCLOSABLE AWNING STRUCTURE ROOF PANEL INSULATED 3" HICK ROOF PANEL FILLER -1 /- EQUAL "H" CHANNEL PANEL SECTION K MALE/EQUAL/MALE/•H• CHANNEL APPROVED PATIO , COVER ROOF #8 S.M.S. OR IWO "POP" RIVET AT AT TOP, BOTTOM & & MID-HGT. EACH SIDE, TYP. FILLER PANEL r TOP CHANNEL AT SIDE SF(:TION I WINDOW SIDE FRAME #10 S.M.S. @ 8" O.C. FTOP CHANNEL WINDOW SIDE / FRAME EQUAL"H"CHANNEL FILLER PANEL SECTION P EQUAL "H" W/ WINDOW FRAMES CHANNEL AT FRONT WALL SECTION N so o�z� obi may$a J do w z wrc U J W zIZ Z �wg w f55S Z O X 3ppzwz3 LL O O w Nyd X L�wc 0 ao LL v. 21543 � z .xx?.9-30-207 CAoerlc FILLER PANEL EQUAL"H"CHANNEL SECTION Q EQUAL "H" W/ SOLID WALL IL m co w N d' w aip0 wiz acr U>a -wrc WINDOW j MALE "H" CHANNEL SIDE FRAME EQUAL "H" CHANNEL #8 S.M.S. OR 1/8" "POP" RIVET AT EACH END INSULATED OF EACH CHANNEL & AT 32-O.C. MAX. 3"THICK INTERMEDIATE EACH SIDE, TYPICAL ROOF PANEL SECTION J MALE/EQUAL/MALE/"H" CHANNEL INSULATED ROOF PANEL NON-BEARING SYSTEM #8 S.M.S. W/ INTEGRAL „WASHER@12"O.C. ELQFE8s/o,. SECTION I EXIST. EXTERIOR WALL #8 S.M.S. @ 32" O.C. CAULKING #8 S.M.S. OR 1/8"0 "POP" RIVET AT AT TOP, BOTTOM & & MID-HGT. HANN AT WA EACH SIDE, TYP. SECTION L EXTRUDED OR R.F. FASCIA #8 S.M.S. OR 1/8"0 "POP" RIVET AT AT TOP BOTTOM & & MID-FIGT. EACH SIDE, TYP. EXIST. APPROVED ENCLOSABLE AWNING STRUCTURE ROOF PANEL INSULATED 3" HICK ROOF PANEL FILLER -1 /- EQUAL "H" CHANNEL PANEL SECTION K MALE/EQUAL/MALE/•H• CHANNEL APPROVED PATIO , COVER ROOF #8 S.M.S. OR IWO "POP" RIVET AT AT TOP, BOTTOM & & MID-HGT. EACH SIDE, TYP. FILLER PANEL r TOP CHANNEL AT SIDE SF(:TION I WINDOW SIDE FRAME #10 S.M.S. @ 8" O.C. FTOP CHANNEL WINDOW SIDE / FRAME EQUAL"H"CHANNEL FILLER PANEL SECTION P EQUAL "H" W/ WINDOW FRAMES CHANNEL AT FRONT WALL SECTION N so o�z� obi may$a J do w z wrc U J W zIZ Z �wg w f55S Z O X 3ppzwz3 LL O O w Nyd X L�wc 0 ao LL v. 21543 � z .xx?.9-30-207 CAoerlc FILLER PANEL EQUAL"H"CHANNEL SECTION Q EQUAL "H" W/ SOLID WALL IL m co w N d' w aip0 wiz acr U>a -wrc WINDOW SILL ALUM. ALLOY 6063-T5 ALUM. ALLOY 6063-T5 .075 .135 ,\3011--_ 10 1-12 " 0 M.B. OD SCREW.MAX. FROM iCH SIDE "H"CHANNELVERTICAL 2.010 s .350 LER PANELD.WASHER .760 '' BOTTOM BOTTOM CHANNELCHANNEL Z Wo z 90 u g T 1.510 m a a 11AA1 r 111111 �: ' .710 .710 .8 1 42501—c a 30 080 2.610 o=m 1.490 f V >..�Zw TOP CHANNEL COVER oLL;e� 200 I ALUM. ALLOY 6061-T6 aQoouS FFOffSf phi TOP CHANNEL (BEARING , a UQ , ALUM. ALLOY 6061-T6 2154a �„ o'°�$ tCNn Ff muf°� nNd O 7�0 10- 30 2007 I STIFFENER, USE IN HIGH p' W WIND AREA 01�\� 3 H W 1.115" �u ®FF ,✓ W w oQ U Z W I 0 .390 o rn 0.640" .845" 500 °' St 165 ss5 75" 850 w p .299 i $ 1.o2s" 1.00" WINDOW SIDE CHANNEL w¢- 5Z: WINDOW INSERT � 'J$ W VSs GLAZING CHANNEL ALUM. ALLOY 6063-T5 Z XXw WITH STIFFENER " LLLL 160 xw W Q ALUM. ALLOY 6063-T5 2.010 O 22X LL 10 1-12 " 0 M.B. OD SCREW.MAX. FROM iCH SIDE "H"CHANNELVERTICAL 2.010 LLION LER PANELD.WASHER UEA.SIDE BOTTOM BOTTOM CHANNELCHANNEL Z Wo z _ECKING C2"0 WASHER PLT. "-WOOD DECKING ENCLOSURE ATTACH.TO WD. DECK .1 NOTE: DECK DESIGN BY OTHERS ENCLOSURE ATTACH.TO WD. DECK MAY NOT CAUSE OVERALL HEIGHT TO EXCEED MAXIMUM. NOTE: DECK DESIGN BY OTHERS MAY NOT CAUSE OVERALL HEIGHT TO EXCEED MAXIMUM. .410 -T .375 �055"' 7 1 Imo ----2.110--{ FEMALE "H" CHANNEL ALUM. ALLOY 6063-T6lo� 2.11 2.010 055"1 .480 TYP. 540 Z Wo z 90 d D o 2.0 m a a 11AA1 r 111111 /111A LILIr. U>W =Wm ALUM. ALLOY 6063-T6 s• 141 2.202 $ LL 30� 2.139 0 ° W [-.080 2.025 m x 278 2.015 0 " 0.743 .090 0.723 s 2.000 .125 1.500 W 257 0.055 I-�E h z ` 2.922 W Vj K F 2.202 2.025 0 W 'S 0.743 w two > z 11 11 RACEWAY H ouir, CHANNEL COVER EQUAL "H' CHANNEL .945 °� ALUM. ALLOY 6063-T6 ALUM. ALLOY 6063-T6 HANNEL vi AL AL 063-T6 n o n I <.° 8 2.265 .905 2.280 Gi� 80 w soo 140 �`�.140 3 W 3 x Z=a 0.055 0.055 0.260 0 a 1.500 L 0.015 L 0.015 0 I 1.615 1.510 � z .715 .380 .665w 1" MIN. 0.250 I 0.250 2.105 L 1.140 J- I 1.140 m 22• � � LL w i WINDOW HEAD CHANNEL BOTTOM CHANNEL � R U 'WE ALUM. ALLOY 6063-T6 zZ ALUM. ALLOY 6063-T6 z � w g w) z XKW 13 0 X W W K 1.038 o a 3.900 0.070 DIA. 0.190 W 2.40 055 .056 1.200- --,Nl - .0.178 ll 1.740 I 2.110 2.000 I .150 QgOFesS/ON9 2.125 --� 125F �a 04. 1.97 2'22 NO. 21543 087 .930-2 -007 * TOP CHANNEL RACEWAY "H" CHANNEL sr CW% ALUM. ALLOY 6063-T5 cpcmo ALUM. ALLOY 6063-T6 TABLE A: L L = io PsF „ -�.--- BEARING WALL SYSTEM SECTION A w N = N Uw N 1pc:)! i U) 70 MILES PER HOUR 90 MILES PER HOUR LIVE LOAD= 10 PSF WIND LOAD= 10 PSF LIVE LOAD= 10 PSF WIND LOAD= 15 PS UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0" UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0" 70 MILES PER HOUR FEMALE -MALE H -CHANNEL G 90 MILES PER HOUR drQLi01 2 FEMALE -MALE H -CHANNEL G 2 LIVE LOAD= 10 PSF WIND LOAD=.15 PSF UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE EQUAL "H" CHANNEL P 2 P EQUAL "H" CHANNEL MAXIMUM H -CHANNEL SPACING ALLOWABLE DIMENSIONS 24" 36" 42" 48" DIMENSIONS 24'. ; 10'-3" 9'-6" 8'-10" ' MAX. TOTAL HEIGHT 10'-3" 36" 4;T48 - 48"MAX. MAX.TOTAL HEIGHT 10'-6" 9.-9" 9'-0" 8'-6" MAX. TOTAL HEIGHT w w N .n r 8 o (i OZ w a( 101-6" 9'-9" SEE ELEV. SHT. 1 MIN. TIP. WINDOW HEIGHT MIN. TYP. WINDOW HEIGHT SEE ELEV. SHT. 1 RACEWAY CHANNEL &MALE 2 RACEWAY CHANNEL & MALE 2 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE DIMENSIONS ALLOWABLE 24" 36" 42" 48" 24" 36" 42" 48 DIMENSIONS MAX. TOTAL HEIGHT 1 1'_6" 11'-6" 1 11'-6" TI1'-3" MAX. TOTAL HEIGHT 11'-6" 10'-7" 9'-10" 9'-2" SEE ELEV. SHT1 MIN. TIP. WINDOW HEIGHT MIN. TIP. SEE ELEV. SHT. 1 WINDOW HEIGHT. MALE -EQUAL -MALE "H" CHANNELS 2 2 MALE -EQUAL -MALE "H" CHANNELS 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 24" 36" 42" 48" 24" 36" 1 42" 48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 11'-6" 11'-6" 11'-3" 10'_6^ MAX. TOTAL HEIGHT 10'-6" SEE ELEV.. SHT. 1 MIN. TIP. WINDOW HEIGHT MIN. TYP. WINDOW HEIGHT SEE ELEV. SHT. 1 EQUAL "H" CHANNEL EQUAL "H" CHANNEL P 2 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING z ALLOWABLE DIMENSIONS ALLOWABLE p 24" 36" 42" 48" DIMENSIONS 24" 36" 42" o 48" , MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'-0" 8.6 MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'_0" N $'_6" t MIN. TVP. WINDOW HEIGHT MIN. TIP• WINDOW HEIGHT SEE ELEV. SHT. 1 SEE ELEV. SHT. 1 p O �nm n O m a W O U O Q a -21543 I ��, D, 9-30=2007 C 10- \� w N = N Uw N 1pc:)! i U) porn r�dF ° .TABLE B: L.L. = 10 PSF NON - BEARING WALL SYSTEM SECTION B 4 U) w u N NO. 21913 70 MILES PER HOUR N ? 90 MILES PER HOUR drQLi01 LIVE LOAD= 10 PSF WIND LOAD= 10 PSF z C 2 _ LIVE LOAD= 10 PSF WIND LOAD=.15 PSF UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS U W t° w5 a UPLIFT= 11.25 PSF FOR HEIGHT= 19-0" OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0" z u u 'i UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0" EQUAL "H" CHANNEL P 2 P EQUAL "H" CHANNEL MAXIMUM H -CHANNEL SPACING ALLOWABLE 2 MAXIMUM H -CHANNEL SPACING DIMENSIONS 24" 36" 42" 48" ALLOWABLE DIMENSIONS 24" 36" 42" 48" MAX. TOTAL HEIGHT 11'-6" 10'-3" 9'-6" 8'-10" ' MAX. TOTAL HEIGHT 10'-3" 8'-4" 7'-g° T -T' MIN. HEI WINDOW HEIGHT MIN. TIP• WINDOW HEIGHT SEE ELEV. SHT. 1 SEE ELEV. SHT. 1 n O m a W O U O Q a -21543 I ��, D, 9-30=2007 C 10- \� w N = N Uw N 1pc:)! i U) � LL w U) w u i U N ? x �.. W 41 tY � z C 2 _ o 7 O w g. a U W t° w5 a rc <o >..jiw z u u 'i U mag 0 2: 0 0` iapoug w °.V > LL aa. 0 J J LL LL LL w N = N Uw N 1pc:)! i U) � LL w U) w u z m: U IQw91 x �.. z C 2 _ 0 0 o a �we N fh z u u 'i J ,VSs 0 0` w °.V > J J J = Z X X w (7 LL LL J J J O 00 Z iuo a O O O www, m fV (V N X O Q a n LL '• t' t t y4 w w w N .n r 8 o (i LL LL LL U) a a x �.. 0 0 o a N fh iii m 11 II 11 0 0` J J J J J J a m Go N w w o (i OZ w a( maa Uwe TABLE C: L.L. = 20 PsF BEARING WALL SYSTEM (CONT.) SECTION A I. (� 70 MILES PER HOUR 90 MILES PER HOUR UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS LIVE LOAD= 20 PSF WIND LOAD= 10 PSF LIVE LOAD= 20 PSF WIND LOAD= 15 P UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0" UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0" FEMALE -MALE H -CHANNEL 2 FEMALE -MALE H -CHANNEL 2 H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 48" ALLOWABLE DIMENSIONS MAX. TOTAL HEIGHT 10'-3" 8'4" 7'-9" 7'-3" MIN. TYP. _ DIMENSIONS 24" 36" 42" 48" DIMENSIONS 24" 36" 42" 48" MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'-0" 8--6" MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'-0" 8'-6" MIN. TYP. MIN. TYP. WINDOW HEIGHT SEE ELEV. SHT. 1 WINDOW HEIGHT SEE ELEV. SHT. 1 ' RACEWAY CHANNEL & MALE 2 RACEWAY CHANNEL & MALE 2 MAXIMUM H -CHANNEL SPACING MAXIMUM' H -CHANNEL SPACING ALLOWABLE ALLOWABLE DIMENSIONS 24" 36" 42"48" DIMENSIONS 24" 36 42" 48" MAX. TOTAL HEIGHT 11'-6" 11'-6" 11'-6" 11'-3" MAX. TOTAL HEIGHT 11'-6" 10'-7" 9'-10" 9'-2" MIN. TYP. WINDOW HEIGHT MIN. TVP. WINDOW HEIGHT SEE ELEV. SHT. 1 SEE ELEV. SHT. 1 MALE -EQUAL -MALE "H" CHANNELS 2 MALE -EQUAL -MALE "H" CHANNELS Z MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE DIMENSIONS 24" 36" 42" 48" DIMENSIONS 24" 36" 42" 48" MAX. TOTAL HEIGHT 11'-6" 11'-6" 11'-3" 10'-6" MAX. TOTAL HEIGHT 11'-6" 11'-6" 11'-3" 10'-6" MIN. TYP. MIN. TYP. SEE ELEV. SHT. 1 SEE ELEV. SHT. 1 WINDOW HEIGHT WINDOW HEIGHT EQUAL "H" CHANNEL 2 EQUAL "H" CHANNEL 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLEALLOWABLE 24" 36" 42_,'_r48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'-0" 8'-6" MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'-0" 8'-6" SEE ELEV. SHT. 1 SEE ELEV. SHT. 1 MIN. TYP. MIN. TYP. WINDOW HEIGHT WINDOW HEIGHT I TABLE D: L.L. = 20 PSF NON - BEARING WALL SYSTEM (CONT.) SECTION B /bbl, 70 MILES PER HOUR LIVE LOAD= 20 PSF WIND LOAD= 10 PSF UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0" P EQUAL "H" CHANNEL 2 MAXIMUM H -CHANNEL SPACING ALLOWABLE DIMENSIONS 24" 36" 42" 48" MAX. TOTAL HEIGHT 10'-3" 1 64" 7'-9" 1 7'-3" MIN. TYP. _ SEE ELEV. SHT. 1 90 MILES PER HOUR (� LIVE LOAD= 20 PSF WIND LOAD= 15 PSF UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0" P EQUAL "H" CHANNEL 2 H -CHANNEL SPACING MAXIMUM 24" 36" 42" 48" ALLOWABLE DIMENSIONS MAX. TOTAL HEIGHT 10'-3" 8'4" 7'-9" 7'-3" MIN. TYP. _ SEE ELEV. SHT. 1 W LL a 0 N rc - w w z u Z A z �_ o 7-- 7JC w 5 3 W nUi L9 LL�� W 20 NwG ww O QQa IL u �J e i 90 MILES PER HOUR TABLE A-, � = a P F BEARING WALL SYSTEM (CONT.) SECTION A LIVE LOAD= 30 PSF WIND LOAD= 15 PSF UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0" 70 MILES PER HOUR r 90 MILES PER HOUR MAXIMUM ALLOWABLE DIMENSIONS H -CHANNEL SPACING Py H -CHANNEL SPACING E12436" 42" LIVE LOAD= 30 PSF WIND LOAD= 10 PSF LIVE LOAD= 30 PSF WIND LOAD= 15 PS 36" UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS 3� MAX. TOTAL HEIGHT MIN. TVP. WINDOW HEIGHT UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0" UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0" i FEMALE -MALE H -CHANNEL G FEMALE -MALE H -CHANNEL 2 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 24" 36" 42" 48" 24'i 36" 42" 48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'-0" 8'_6" MAX. TOTAL HEIGHT 10'_3" 8'-4" 7'-9" T-3" SEE ELEV. SHTA SEE ELEV. SHT.1 MIN. TVP. WINDOW HEIGHT MIN. TVP. WINDOW HEIGHT RACEWAY CHANNEL & MALE D RACEWAY CHANNEL & MALE 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 24" 36" 42" 48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 11'-6" 11'-6" 11'-6" 11'-3" MAX. TOTAL HEIGHT 11' 6" 10'-7" 9'-10" 9'-2" SEE ELEV. SHTA SEE ELEV. SHT.1 MIN. TVP. MIN. TVP. WINDOW HEIGHT WINDOW HEIGHT MALE -EQUAL -MALE "H" CHANNELS 2 MALE -EQUAL -MALE "H" CHANNELS 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 3 DIMENSIONS 24" 36" .42" 48" DIMENSIONS 24" 36" 42"T481. c MAX. TOTAL HEIGHT 11'-6" 11'-6" 11'-3" 10'_6" MAX. TOTAL HEIGHT 11'-6" 11'-6" 11'-3" C, 10'-6" n SEE ELEV. SHTA SEE ELEV. SHTA 2 MIN. TYP. WINDOW HEIGHT MIN. TVP. WINDOW HEIGHT H C EQUAL "H" CHANNEL 2 EQUAL "H" CHANNEL c 2 2 a �K MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 24" 36" 42" 48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'-0" 8'_6" MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'-0" 8'-6" MIN. TVP• WINDOW HEIGHT MIN. TVP. SEE ELEV. SHTA SEE ELEV. SHTA WINDOW HEIGHT TABLE B: L.L.=30 PSF .NON -BEARING WALL SYSTEM (CONT.) SECTION B 70 MILES PER HOUR 90 MILES PER HOUR LIVE LOAD= 30 PSF WIND LOAD= 10 PSF UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0" LIVE LOAD= 30 PSF WIND LOAD= 15 PSF UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0" EQUAL "H" CHANNEL EQUAL "H" CHANNEL MAXIMUM ALLOWABLE DIMENSIONS H -CHANNEL SPACING MAXIMUM ALLOWABLE DIMENSIONS H -CHANNEL SPACING E12436" 42" 48" 24" 36" 42" 48" MAX. TOTAL HEIGHT MIN. TVP. WINDOW HEIGHT 10'-3" 1 9'-6" V-10" MAX. TOTAL HEIGHT MIN. TVP.I WNDOW HEI HT 10'-3" 8'-4" 7'-9" 7'-3" SEE ELEV: SHT.1 SEE ELEV. SHT.1 N I.M ,10.215, �P• 9�3©"2� � >y Z W � o z 0 z � w M OmJ aNp� a LL (L O � u J w N Z N U W �O W S Ix LL W z ' i 8 w 2 2 I S z I"ww 0000 �Z O 999 zQ, OW IV N N N i + + + z X�(w coo W fu NNG 0 U. �q �torEfiloA O c.. t W 'y . e NO. 21S�3 �n• m, oJo��oo7 (D z U n o_ U) z 0 J U U U U o00o x co fV f0 C Q V V M N (6zd 0 W r F O J Q m V It Q W Cr • A GENERAL NOTES & SPECIFICATIONS 1. THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT SHALL COMPLY WITH APPENDIX CHAPTER 31, DIVISION III, OF THE 1997 UBC. 2. DESIGN LOADS - SEE TABLES. 3. EACH ENCLOSURE SHALL HAVE PERMANENTLY AFFIXED AN IDENTIFICATION TAG WITH THE NAME AND ADDRESS OF THE ENCLOSURE MANUFACTURER. 4. ENCLOSURE WALLS MAY HAVE ANY CONFIGORATION WHICH PROVIDES AN OPEN AREA OF THE LONGER WALL AND ONE ADDITIONAL WALL THAT IS EQUAL TO AT LEAST 65 PERCENT OF THE AREA BELOW A MINIMUM HEIGHT OF 6--8" OF EACH WALL. 9. OPENINGS MAY BE ENCLOSED WITH INSECT OR READILY REMOVEABLE TRANSLUCENT OR TRANSPARENT PLASTIC NOT MORE THAN 0.125 INCHES IN THICKNESS. OPENINGS MAY ALSO BE ENCLOSED WITH READILY REMOVEABLE TEMPERED GLASS OF NO MORE THAN 0.125 INCHES IN THICKNESS WHICH COMPLIES WITH SECTION 2400 OF THE UNIFORM BUILDING CODE REGARDING HUMAN IMPACT. TEMPERED GLASS INSTALLED IN AREAS WITH BASIC WIND SPEEDS OF 80 MPH AND GREATER MUST COMPLY WITH AREA LIMITATIONS OF SECTION 2403 OF THE UNIFORM BUILDING CODE IN RESISTING WIND FORCES, AND IS SUPPORTED IN ACCORDANCE WITH STANDARDS OF THE UNIFORM BUILDING CODE. 6. KICK PLATE AREAS MAY BE SAFETY GLAZED. ACCORDING TO CHAPTER 24, SECTION 2406 OF THE 1997 UNIFORM BUILDING CODE. SAFETY GLAZING MAY BE PLASTIC OR GLASS. 7. SANDWICH WALL PANELS OF HARDWOOD, PARTICLEBOARD OR PLYWOOD WITH A FOAM CORE SHALL COMPLY WITH I.C.B.O. REQUIREMENTS AND/OR BE CALIFORNIA -FACTORY BUILT HOUSING APPROVED. SANDWICH PANELS MAY BE SUPPLIED BY OTHERS. 8. CONCRETE ANCHORS SHALL BE RECOGNIZED BY I.C.B.O. EVALUATION SERVICES, INC.. 9. FASTENERS: "POP" RIVETS SHALL BE 1/8" 0 W/ 50 50 ALUM. RIVET & CARBON STEEL PLATED MANDREL. SHEET METAL SCREWS SHALL BE STAINLESS STEEL CAD. PLATED OR GALVANIZED. ALL ALUMINUM EXTRUSIONS ARE OF ALLOY :& TEMPER 6063-T6 UNLESS OTHERWISE NOTED. "►o �tl .r ( 2 ) #10 W.S. e 1(o " C.C. TO SOL. I D LUMBER - SCREWS ARE TO BE LONG ENOUGH SUCH THAT THEY PENETRATE SOLID LUMBER B�' A MINIMUM OF 1-1/2" 'FULL LENGTH SEALANT #0 x 1/2 " S.T.S. o 12 "- C.C. _ #S x 1/2" S.?.S. a 12" EXTRUDED ALUMINUM N,4NC�INCx CHANNEL WALL BRACKET WALL ATTACH1`IENT NOTES: 1. THESE CONNECTIONS ARE DESIGNED FOR LOADS NOT TO EXCEED 20 PSF SNOW LOAD AND 80 MPH EXP 8 WINDS AS DETERMINED BY THE 2001 C.B.C. _ 2. THESE' DETAILS MAY BE USED FOR THE ATTACHMENT OF THE "ELITE" INSULATED ,ROOF PANEL (ICBO�lER501) AND MAXIMUM SPANS ARE TO BE AS SHOWN ON DRWG#S51010_ Ivo. C 047467 - _ c S'1C;�NE`D: 8-4-06 INFINITY ENGINEERING L.P. 9198 GREENBACK LANE, 0200 191(b) 981-d,839 ORANGEVALE, CA 95662 (91(o) 981-1669 (FAX) SCALE: AS NOTED D U R A L U M1 6Y: JEH DATE: 8-4-06. PRODUCTS, INC JOB NO: 06-254 INSULATED ROOF PANEL TO WALL ATTACHMENT DETAIL SHEET ' 0F_ 2 ,rX7(2-,l L.,-;-4 OG - c�l}CL� Co)arJtYnpbJ OP' I` -o �Rn1r� Ta osr=/BL LD/PJ4 GLIALL _ Dpi C-2 _QLOA-Oy P Ste' J,4,4 x L".S30w o 2 L I V ga KA P)4- AXP ��' - LO)ADD !=L)re / LUM rut?w�L^o2P �(-int1JNCr F 9 lD/L? —MAX -_'-FAt3 OP 15 2I"{)1 �� Zoe Com - (all 2 ( I Ptr ovP=zl 13ofLF �r.L_5►et�nf- VA" Lel D iW SP a �= c. QL�,� S _ o s� _ IS'S +) c c. Co►.ctc.r C) D 6c.i_t� S 1.o/J (sT2f Ta $z IZE7 r�}- m 1 s V ) M V wt 0T-' t�2)I I n1T� �LI� Lo er?— INFINITY ENGINEERING, L.P. 9198 GREENBACK LANE, 4200 ORANGEVALE, CA 95662 .r - A.' SITE PLAN REVIEW APPLICATION Date: 02,Q Y -O G Permit Number (if applicable) 0Z /Lt� APPLICANT INFORMATION Owners Name- E��ddress: Telephone No.: Site Address: Proposed Use: _3 -3 - 9 /l? Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel 0 -Mobile Home Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family . Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other AN -septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: AP# Parcel Size: ❑ Commercial Remodel ❑ Industrial Remodel ell Agricultural Buffer Form Zone:` GP:( SER Approved Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By Date en4h,?.. ?J' 1 2006 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: Flood Zone: ❑ Residence can be built per contract • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: AT 'S General Plan: P-- Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 2cv Side r + Side Street Rear i Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Parcel Created By: Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: 7?---, �±!t- l '? 7,0 _ i`� i/1 7 ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements [] Subdivision Map/Parcel Mau: Map Date of Recording: Lot: Page: 3 2006 I Butte County Department of Development Services • eu rE FaEa S 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 vnvw.butteOitntynelidds °oua<y I n RESIDENTIAL f �t t s t' i DATE JOB FINALED: SIGNATURE: APN: Permit No. Owner. 028-380-022 06-0465 ` HAINES, CARSON Site Address: _ORO BANGOR HWY, OROVILLE _ CONT: T— M'S_MOBILE-SPECIAL Contractor. M/H._P,ERM.END((NEW-) Type of Permit: — J OFFICE COPY Y I Address GAS Meter By r � Date. I ELECTRIC 4 Meter By Date CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE D -2 PAS7 ScurpEs Fc qT— R *6 I OK Not OK MANUFACTURED HOMES MISCELLANEOUS i DATEANENT UNDATION SOFT -SET E7 fAMoning-Set cs-Easements 2 Soils; Special MH Support Sketch DATE D EC K S -C O V E R S`C A R P O R T S `G A RAGES 1 Zoning -Setbacks -Easements 2 Ftgs; Soils -Sz-Dpth-Spacing-CnnctrsStee I 3 Sewer; Loctn-Test; Fall/C/O-Concrete f 3 Decks, GirderslJoists-Dcking-Brcing 4 Wtr; Loctn-Test-Easement Needed -Regulator Stairs-Guard/Handrails 5 Elec ctn-Clrncs-Grnd Amp -Concrete and Gas; Loctn-Test-Wrap . Nat ❑ or LlK Inch Sz Ft Lngth 7 BI g; Sz-Spacing-Marriage Line 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors �:MHT tD nd-Valve-Cnn r l2�8'Elec MHC Test Gros ' rs-Breakers-Clrncs // 10 Drain; MH Test -Fall -Flex Cnnctr �JI (/1/lD}�G� 11 Wtp& Sewer Connected -CIO to Grade ,�Aaas and Electricity Tagged 7 Electric 1 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses j 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof-, Shthg-Roofing 11 Ext; Steps -Doors -Landings 13 Tie Downs ❑ Foundation 1t 12 Braced Wall pnls 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers ( DATE IPOOLS 1 Setbacks -Easements { 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 Vohs-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 4. j 7 Elec Bonding; Metal w/5'-Crcltng Egp-Htr -7 31i 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bores-Enclsrs-pnlboards-Insults to Main Conduit (I r Q '' 9 Health Dept Apprvl a 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 1 13 Bonding, Diving board or Slide ^� J/19 0 ✓ n .� QC r /� �3 ~ .J e� #JOS / S4_6�'� /�. eCCI--efs Pool Drawing I 1 • I' i = OK = Not OK RESIDENTIAL (Single & Duplex) a DATE JUNDERFLOOR I DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Opth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 69 Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1j Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntltn 16_ Insulation DATE (FRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr_Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insultn-Walls-Ceilings 39 Infiltration -Walls -W ndws I DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clmc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz oa ❑ CU or ❑AL AC Wire Sz ga ❑ CU or ❑AL 48 Range Circ sa ❑ CU or MAL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes 0 N 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd flr - Tub. Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping L__ UAit IMECHANICAL I 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn[Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic 41 S` O'° 0 d 0. FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at'Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clrnc-DCom Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs -90 Wtr Well, Dscnnct, Elec, Plmb -91 Ext Elec Trim, GFI Rcptcl-Undrgrnd .92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous lnspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl -97 Energy Cmpinc Cert -Other Certs 98 Address Posted - 99. Fire Sprinkler 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP060465 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 04/20/2006 APN: 028-380-022-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I Site Address: 6261 ORO BANGOR HWY ORO License Class : License Number: cillsssl— Date: lU Contractor: C� 6h t','� Map Index: Description: NEW MH NEW SITE PERM FNDN (1512) 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: HAINES, CARSON permit to construct, alter, Improve, demolish, or repair any structure, prior 25795 CLOVER RD to its issuance, also requires the applicant for such permit to file a HAYWARD, CA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 94542 7000) of Division 3 of the Business and Professions Code) or that he or 510-582-3090 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).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: TOM'S MOBILE SPECIALTIES Code: The Contractors' State License Law does not apply to an 6366 LINCOLN BLVD owner of property who builds or improves thereon, and who does OROVILLE CA such work himself or herself or through his or her own employees, , provided that such improvements are not intended or offered for 95966 sale. If however, the building or improvements are sold within one 530-533-9117 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.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: TOM'S MOBILE SPECIALTIES not apply to an owner of property who builds or improves thereon, 6366 LINCOLN BLVD and who contracts for such projects with a contractor(s) licensed OROVILLE CA pursuant to the Contractors' State License Law.). 95966 O 1 am Exempt under Article 3 of the Business and Professions Code 530-533-9117 Date: Owner: License #: 865359 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: �S ' , '1/ Total Square Ft: 1512 S.F. / �S �L%��- Valuation: $98,280.00 Policy u: Census Code: O 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 become subject to the workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. L /U 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 for in Section 3706 of the Labor compensation; damages as provided code, interest, and attorney's fees. j CONSTRUCTIuiv-LE,'40it4G'AGE.:C. `^''- rtii� no• ';, ?c haro�+ 3sued under the aoplicable orovisions:of the Butte County Code-andtnr _ I hereby affirm that there is a construction lending agency for the Resolutions o k indicat above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) By: Date:'�y Name: C " / -I PERMIT EXPIRES 0 c/ & Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner the duly authorized agent of the owner. I agree to comply with I it is unlawful to alter the substanc of ny official form or docum of Butte County. I hereby all county and state laws relating to building construction. acknowledge authorize repr enlatives ofButteCounty to enter upon the above mentioned property for inspection pur se . Print Name: �� (/ L G signature: Date: O Owner Contractor ❑ Agent for Owner O Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT .NO. BP060465 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 04/20/2006 APN: 028-380-022-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. /1 > License Class: �� License Number: Site Address: 6261 ORO BANGOR HWY ORO �//,, Map Index: Date: /O Contractor: C/ "-d �,(� �,'J Description: NEW MH NEW SITE PERM FNDN (1512) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HAINES, CARSON permit to construct, alter, improve, demolish, or repair any structure, prior 25795 CLOVER RD 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 HAYWARD, CA the Contractor's State License Law (Chapter 9 commencing with Section 94542 7000) of Division 3 of the Business and Professions Code) or that he or 510-582-3090 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: TOM'S MOBILE SPECIALTIES Code: The Contractors' State License Law does not apply to an 6366 LINCOLN BLVD owner of property who builds or improves thereon, and who does OROVILLE, CA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 95966 sale. If however, the building or improvements are sold within one 530-533-9117 year of completion, the owne(-builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: TOM'S MOBILE SPECIALTIES not apply to an owner of property who builds or improves thereon, 6366 LINCOLN BLVD and who contracts for such projects with a contractor(s) licensed OROVILLE, CA pursuant to the Contractors' State License Law.). 95966 ❑ I am Exempt under Article 3 of the Business and Professions Code 530-533-9117 Date: Owner: License M 865359 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit J is issued. I have and will maintain workers' compensation insurance, as Engineer: (wj 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: _4__`i d Carrier: Total Square Ft: 1512 S. F. Valuation: $98,280.00 1 �Sp�.G��j f Policy#: (0 Census Code: ❑ 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 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: .117 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 damages for in Section 3706 of the Labor /1 / J compensation, as provided code, interest, and attorney's fees. (� 1 CONSTRUCTION LENDING AGENCY This permit is hereby" sued under the applicable provisions of the Butte County Code andior I hereby affirm that there is a construction lending agency for the Resolutions 'do wolk indicaY above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)•�c/- Name: BY: // `` Date: _ v1 PERMIT EXPIRES 0 (J Address: Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner 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 substanc of ny official form or docum of Butte County. I hereby authorize repr entatives of Butte County to enter upon the above mentioned property for inspection pur se . Print Name: G Signatur J-e�10 Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor S. C. Building Permit 01-16-04 pg 1 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS ,24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" . OWNER Last Name I Name �rS Address S 7 • l o v� 2-c�ac� Cfty lAJ State %A "p l LI S41 - S/0 - " �� 3a S D Fax /N /-P. Email N 110 CONTRACTOR ARCHITECTIENGINEER Name - to o rn`S ma b" I u1 ) eS Address 3 b L -no-0)A 6 [il • City state zpq�gGb Phone 3 3 1 J Fax S23 D7 E-mail obi le Li , 10 S S Fax S 3 3 - Cjl U7 Glasljs ,Vr.N�rw��wn ��Mdwm 10 14 az wvmnM wl�� F r office us ARCHITECTIENGINEER Name /u u1 Address I City No State Zip Phone XagiF7 Lot # s Fax E-mail Phone State License Number ��Mdwm 10 14 az wvmnM wl�� F r office us APCPUCANT NAME NarWPG u1 Address I city' No e Type Const Subdivision Name May Book Zs iCt:57•-I�- ;Ocu C�c XagiF7 Lot # s Plann ate Approved: Phone 33, CI) t Fax S 3 3 - Cjl U7 E-mail -1' ' Ube M o vU �� Mdwm 10 14 az wvmnM wl�� F r office us Zoning Property Address t�p afr r c� ice. Flood Zone Cross street SRA WORKER'S COMPENSATION No OCC. I Type Const Subdivision Name May Book Zs iCt:57•-I�- ;Ocu C�c XagiF7 Lot # s Plann ate Approved: PERAM M.,5 BP BIN # . LOCATION AP# Property Address t�p afr r c� ice. City v`.Jl Cross street WORKER'S COMPENSATION Policy Number /b 5 6 1,SZ-- T Carrier 4•�' Nhiring anyone other than license contractors, a Gerd icate of worker's compensation must be shown at the time of permit Issuance. LENDING AGENCY Name Address Description or Scope of Work: . U ,rte-i't� A lJ'� S l�-iAr� r 1=oc..r•d Sq. Footage ❑ Structure Built wi out Permits ❑ Proposed Change of Occupancy (Note previous use): , EXPIRATION OF APPLICATION Applications for which A permit has not been issued will expire one year after the date of application. In' order to' -renew action, on an application 'after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refimds 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 refimdable. Olt 19* Received by: Amount -` Bldg oZ� Q SRA Receipt # Sheriff qqa �SMTP Other Date: �� i r, SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS OUL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND INL Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). .❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes:) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss.details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6.- 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. D 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have, questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Proposed Building Use: ► t,^W 1v \ 1 \• '�1_'�f IJP&Pe it�ian: Date: ,items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to -apply. 'V 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 faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for red Nor)=heated and A/C for Non -Residential Buildings. / 8. Manufactuhomes: (Installation manual, including marriage line info, (�oor Plan, ( Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other All of these a. ming items needed to issue the permit. (May require additional plan review upon receipt of the following items.) lv7 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... z 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit....................................................................... ❑, 21. Site plan and business license approval from the�iiy of Biggs....... 22. California Department of Forestry plan approvals❑paid. Sent by: ..... ®�A 23. Planning approval for (A) Use: ✓(�) Parking:-(ej`Parcel C eck:............ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................ 27. Encroachment Permit for driveway from the Public Works Dept .............. • . • • ......... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .................................... ...... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ................... ❑ 31. Letter of Signature authorization .....................................•......• •...................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 33. Existin ations and/or p0ired permits......................................................... ❑ 34. Dee estriction........................................................ ....... j /,j 35. Legal description, M.H. Title, title search, registratio r MCO.. ................... ❑ 36. Other: ❑ 37. Other: When issued Telephone �"'I and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: // .�/� / Date: 62-�) C� 1. Index permit application -for the above ems numbere . 2- r Plan Check Letter 2. Additional items required AL Moresigner, esigner, owner, was advised of the above data by phone, ❑ mail, C3counter, by Date: 3 0 owner, was advised of the above data by phone, ❑ •mail, ❑ counter, by Date: Z:/-/ Z-Od Contractor, designer, own r,, as advised of the abov d to by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: wl -Date:- Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 E.H. KI Y Plot Plan Attached Floor Plan Attached Sent to 8DID TO: FROM: Building Division — Development Services Environmental Health SUBJECT: Sanitation Clearance OL$—.S80-02Z T.A.0 6 A 642 Aepw caner Loca ion AP# Plan Approved for: Sewage Disposal:, Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: % Final clearance O.K. for: NOTE: N, Environmental Health Specialist Building Clearance 9/2005 3 3_d_z6 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 HAINES, CARSON APN No: 028-380-022 Application Date 2/28/2006 Permit No: BP 060465 Permit Type: NEW MH NEW SITE PERM FNDN 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Fee 2 FEMAYes Flood Elevation Review $109.98 0 3 SRA* X Yes Fire Plan Check - Non -Refundable $95.00 $95.00 $204.98 (State Responsibility Area) Building Inspection $109.98 $109.98 5 6 7 7a 8 9 NON-REFUNDABLE portion of fees due at application $314.96 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION )x$424.94 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: .J - RCJIUCI After 2114/05 Chico Urban Area EI Medio Fire District North Chico Specific Plan A SR -1, SR -3, SR-1/PD p�C R-1 'L° R-2 Per Dwelling IPer Dwelling I Per Dwelling SFD F MFD J1 MH 4096.87 3071.14 3117.43 5372.09 3995.45V N 4889.56 7938.531 6757.08 8031.531 6850.08 R-3 1 6780.531 5599.081 messing Fee is automatically added to impact fee total 1 TER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# DRAINAGE FEES* 10 CHICO STORM DRAINAGE MASTER PLAN New construction, vacant land, on 1 acre or less - Enter 1 or less acre value D Butte Creek 1 Comanche Creek 2 Little Chico Creek 3 Big Chico Creek 4 Lindo Channel 5 SUDAD Ditch 5 Mud-Svcamore Creek $329.94 $9.83 RECEIPT lw-4 CP3- - PAN 7633.49 7726.49 gt�� 7236.49 6475.49 �y' RECEIPT DATE Tech/Asst $100.00 -4340 $200.00 Kourtni � 777 PV Ditch 10a More than 1 acre, existing buildings - fees to be assessed by Public Work, Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO I is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* Oroville Elementary 091 12a RECREATION DISTRICT FEES* Oroville 792 $8,139 $6,975 $6,070 RECEIPT DATE Tech/Asst $8,603 OF PERMIT. Forms will be prepared after plan check At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Gov ment ode ec 6020, y ar hereby notified those Items followed by an ""' may have been imposed on your project. You have 90 days from the date of proval of th orject or fronWe impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Buildi Department No. 4 II n9 A.P. Number n • !2q6 - 0>� Jurisdiction: City County Property Owner Property Location/Address U �`� '�( CA (� U Subdivision Lot No. Residential Development QFf, € Sq. Footage J No of Living Mobild Home Addition/ 'Supplemental to (Grou R) Units Installation Conversion Permit # r *(No foundation inspection) �1 ......................................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) CommercialAndustrial 0 0 Sq. Footage New Addition (Including Exterior Roofed Areas) 5?T a- �g GL Building Department RepresentDate District Identification No. .� (e Lr (e.v,,.. School District certifies that`, (Applicant) I (Street Address) . (Phone Number) r1�1Jti �G. `-4— ci Sq V (City) (State) (Zip Code) has complied with the requirements'of/Resolution No. D 3 --04 'by payment of $ representing 5 1 3-- square feet. B 2926 $ ULL MITIGATION $ School District "3 Date Paid by Check # �� (G Remarks: 0A R —. 3 y -- �L .)— A ' t Notice: You may protest the Imposition of the Mas Identified above by submitting a written proteat.to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. if, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this projed Is being reviewed under the Californls Environmental Quail* Act (CEQA), this pro)ed may be subject to additional school fees to fully midgets Its Impact on the school distriers schools. White (school district), Yellow (building department), Pink (applicant) feeform.xrs (3(05W= BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) � � Property Owner (s)6_cls -7�A l Project Location /Address C�UG Building Pen -nit Number S oy-6 J ' Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued) verified by Building Department Comments: c.Q :�D C9 151 ii,�lo � L -Q Building Department ❑ FRRPD ❑ CARD ❑ PRPD ❑ DRPD certifies that: Applicant Name Mailing Address Date Phone Number City State Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of. Remarks: Paid by Check No: Dwelling Units @ $ Square Feet @ $ _ Paid by Cash: per unit for a total of $ per sq foot for a total of $ Receipt No: Recreation and Park District Representative date Zip Department .0 o u n t y J. Michael Crump, Director of Public Wor-ks o f B U t. --t e LAND DEVELOPMENT DIVISION Storm Water Management Pro;rarn 7 County Center Drive Oroville, CA 95965 (53o) 538-7-266 (FAX) 538-7171 e al Pollutant �Nation Discharge Elimination System (NPDES) Phas. Construction Storm Water Permit and Storni Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACRE Project Description: Project Location andlor Parcel Number: that this ro ect WILL NOT DISTURB By signing below, L the project o xnerlowner's agent, certify P J 1 acre or more of land and that L therefore, do not need to apply for a Construction So°� 'jects Water onaiin frcn the State of California Regional Water Quality n combined with sPubsequ nt phases total more multiple site build -outs of less than one acre b ut will require a Construction Storm Water Permit from the State of than one acre of disturbed soil California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction ter Quality Control Board for a project. Storm Water Permit from the State of Califrni R= -von noaof grading and/or other permits or other that disturbs one acre or more of land may result ' sanctions provided by law. Signed: Title: �- Date: Butte County Deparament ofDevelopinent Selvzces °AUT r�° 7 County Center Drive ° ° �G= Oroville, CA 95965 ° (530) 538-7601 Telephone 00 (530) 538-7785 Facsimile U t4A BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. a I am required to bring the approved Environmental Health site plait and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: Building site address: 'Ro t APN: 0;- — 3?0-a aa, 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: / /ell GNA E OF A LICANT DATE AND WHEN RECORDED MAIL TO - BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 15 -Mar -2006 2006-0013156 Has not been compared pith original BUTTE COUNTY COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT . FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State•of California, described as follows: �-A lv� I -Le�,CO— Date �� ZO J O (2 PROPERTY OWNERS: State of Cali ornia ) County of t ) On lkolUbefore me, V -J-n Imown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) a , executed the instrument. WITNESS ha d and official sea 'i Signatur Seal: PENNY C. ENGLAND co Commission x#1465804 0 ,,,, (G Cn. Notary Public -California m A -P. #nc*7 is, - 3 o v G� V Butte County My Comm. Exp. JAN. 27, 2008 FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 06-0465 Address or location of unit: 6261 ORO BANGOR HWY OROVILLE CA 95966 Legal Description of Real Property: 028-380-022 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: CARSON HAINES Owner's address:25795 CLOVER RD. HAYWARD CA 94542 INSIGNIA OR HUD NUMBER: RAD1439899/900 SERIAL NUMBER OR V.I.N.: SAC032712CAA/B MANUFACTURER'S NAME: THE KARSTEN COMPANY YEAR: 2006 OFFICIAL APPROVING INSTALLATION: DATE: 04/23/2007 PHONE: (530) 538-7541 H.C.D. 513 RECORDING REQUESTED BY: Fidelity National Title Company of California Escrow No.: 04 -106407 -CC Locate No.: CAFNT0958-0958-0001-9000106407 Title No.: 04-106407 When Recorded Mail Document and Tax Statement To: Mr. Carson Haines 25795 Clover Road Hayward, CA 94542 MIN III I Ilii!111111111ilIIII III c?dZt10-4—�Q��3Qt 1 QJ ;Recorded Official REcords i REC EEE 16.60 i TAX 39.60 Count Of j BME j CANDACE J. GRUBBS i Recorder j R- EMARY DICKSON F Assistant 09:06AW 3&4jov-2-064 i Cheryl i Page 1 of 2 AF'N: UZ8-J8U-UZZ SPACE ABOVE THIS UNE FOR RECORDER'S USE GRANT DEED The undersigned grantor(s) Oeclare(s) Documentary transfer tax is $$ q. v O [ X ] computed on full value of property conveyed, or [ ] computed on full valueless value of liens or encumbrances remaining at time of sale, [ ] . Unincorporated Area Cityof Oroville, FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Tanya Schovey, successor in interest per that certain Order hereby GRANT(S) to Carson Haines, a single man the following described real property in the City of Oroville, County of Butte, State of California: SEE EXHIBIT "A" ATTACHED HERETO•AND MADE A PART HEREOF DATED: September 3, 2004 STATE OFNEBeAsKA-- COUNTY OF - / ONOD before me, / a,-1 i i , Sc A o ✓e v personally appeared I personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are. subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorised capacity(les), and. that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which, the person(s) acted, executed the instrument. Witness my hand and official seal.�j� JL4 Signature& D 30.20 MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED (grant)(3-04) WMA 2 1, 1 i l i, _ . \ .. )„ moi- , 4r Owner's Name: . ,C%/i(�✓) AP#: O� '9'- 3 BP#: 1� Received By: ' Date: Time: Contact Person & Phone Number: _5c?, - q1l % ("AG L Wer URPOSE OF RE -S AL OR R�II�mit Application Data Sheet It . wfa a 2 ❑ *Engineering --------- -�_ LTJ" *Plan Revision Y�%I t1 ❑ *Requested by Building Inspector's Correction Notice - Inspector's Name: ❑ Requested by Plan's Examiner - Plan Examiner's Name: / �,�(� , �49 lIl. ,14� Other: WIf revising a plan which has already been issued, submit two (2) drawings reflelAtJ cng the revision for plan review along with your approved plans. If engineering is involved in this revision, th engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: �'�-• Call and holdforpick-up. /to., h? ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission_of r-evisio„plans examiner will determine if additional plan checking fees are needed — Minimum $54.99 Receipt #:111171tl)qz Eqs. c� 'U�( 1 jg ❑ Fee not required for revise s requested by plans examiner prior to issuance of permi+tom ._ ❑ Additional Fee Amount: Receipt #: Revised 2104 r ,ter. AND WHEN i;COED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2006-0013156 Recorded I REC FEE 10.00 Official Records * I Count of I CONFORMED COPY 1. N CANDACEuJ. GRUBBS I County Clerk-Recorderl I I.K 09:051M 15 -Mar -2006 I Page 1 of 2 IIII III III I IIII I II IIII I IIII II I IIII AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but -not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State•of California, described as follows: Date jZoy PROPERTY OWNERS: Se.J 4X -v r s :�'6) State of Cah ornia ) County of ) On before me, known to me (or proved to me on the basis 'bf satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) a , executed the instrument. WITNESS ha d and official sea Signature Seal: , PENNY C. ENGLAND cl) Commission #1465804 n nn [G n. Notary Public -California T A.P. #nc - ,3 � ' G �d2 U Butte County My Comm. Exp. JAN. 27,20O 8 pirjL!", I_a ,. -ob LEGAL DESCRIPTION EXHIBIT "A" THE [AND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: PARCEL I: THE EAST 328.0 FEET OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 18. NORTH, RANGE 5 EAST, M.D.B.&M. PARCEL II: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH LYING NORTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION .8, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B.&M.; THENCE WEST ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 8 TO A POINT IN THE EASTERLY LINE OF THE OROVILLE BANGOR COUNTY ROAD AND THE END OF SAID LINE. EXCEPTING THEREFROM, THAT PORTION THEREOF, LYING IN PARCEL I ABOVE. SAID PROPERTY BEING A PORTION OF "A]KEN LOAM TRACT NO. l", WHICH MAP WAS FIlID IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON'Septem[er 11, 1920, IN BOOK 8 OF MAPS, AT PAGES 43A AND 44A. APN: 028-380-022 i i California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# ® 6 - (54'S D Under authority of Public Resources Code Section 4290, the.following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Snace Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as.a condition of the permit, parcel or map approval. Public Resources Code 4291 T information will be provided when the final inspection is completed. 1 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. 15 E— [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of feet along its entire length. [X] (c) Driveways exceeding 150 fat in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 fat, turnouts shall be provided no more than 400 fat apart Pq (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 fat of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and T j turnarounds. v 1273.03 Roadway Grades I [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 1 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius Pq (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures. designed to hold or divert water, shall be not less than 100 feet. /( lVl 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the centerline of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. N 1273.06 Roadway Turnouts 1 [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. T Revised 02/28/06 S 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. - 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation. Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X) (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road. intersection providing access to that site. 1276.01 Setback for Structure Defensible Space (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. ( ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 c1 Same Practical Effect for Buildings less then 30 feet from property line: [ ] If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Reuuirements- Installation of Residential Fire Sprinklers (X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 03/08/2006 Darren Read Date Fire Protection Planning Revised 02/28/06 Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: � arc zap NA1z.,ti, A.P.#C),Ije 3,L0 -0,;�4 Home Manufacturer: !IS Pk as )=,e „ Manufacture Year: pv Model Number / Name: 15� S lvvl 1= Width:�(ft.) Length: S, Z (ft. ) FOOTINGS: Wood - pressure treated or foundation grade[ ] Othervi SUPPORTS: Concrete block [� Other:[ ] Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. vier rooting sizes ana Locations SINGLE WIDE MULTI -WIDE Line1 --------------------------------------------------=---------- Line 1 Line 2 Section 1 Line 2 Line1 ��------------------------------------------------------------ Line 3 ------------------------------------------------------------ Section 2 Line 2 ------------------------------------------------------------ A"' Line 4 (triple wide only) ----------------------------------------------------------- Section 3 Line 2 Line 1 Piers - Minimum size piers: [ ] X [ ] Spacing maximum: " From ends maximum: " Line 2 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Snow Load: a0 psf Snow Load requirements may be obtained at http://www.upstate-ca.com/butte/butte—county/ Insert AP #, view snow load in lower right corner. Line 1 Openings: [ay ] X PI/ ] Minimum size pier: X [ay " ] Of. dY`� (� Required at each side of opeeog�s.-per COUNTY WIPING` OV6 d wide. W� ING` D]MSION APPROVED PERMIT NO. 670-81P,E PERMIT EXPIRES b. OWNER May E. Egan -Tennis CONTR. owner ASSESSOR PARCEL 28-32-111 LOCATION E/S Oro Bangor Hwy,9/10 mi. P S -of Swedes Flat Rd., Bangor /V se 5re i i Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E' JOB FINALED (Date) Signature J = OK 0 = Not OK = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Depth -Spacing -Connectors 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ P'L"ft./ P'Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI DateCard-BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK except H's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel -B lockouts -Wrapped -S lab 50. 51. 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's Date FINAL (Plans) OK except H's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. 19. Test Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except p's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No, of Conductors -Stapled 70. Plb., Elec. &Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ❑Yes 25. 2 Appliance Circuits in Kitchen & Conductor Size 73. Guard Rails & Deck Construction -Post Caps 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes 0 N 75. Following instld.: Drive ❑ Yes E) No; Walks ❑ Yes ❑ No; Planters ❑Yes E) No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. Ventilation throughout House Card B -I Date Date Card -BI Date MECHANICAL (Permit) OK except N's 82. Glass Protection 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval _ 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Card -BI Card -BI Date Card -BI Date Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: 36. Sills; Proper Material & Anchors _ 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub _41. -Header 42. 43. 44. 45. & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors _ Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. _Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) p W - yUZir a�t�t �- c sit b-A �< <1�r � %�rF > i ►� ' c �: G� c7 iQ d CJt�J ��i.a e£ tl �^�a �1. ,0 2�, �J; v � G ¢"fit � � 3 -�'� s'ec'�'�e►t building Departnent From a F,nvironmental Health Slibjecta Sanitation Clearance �/S Q�2o' /�aK�o,� lw y• f, (Mber Location :►P Plans approved for: sewaee iiisposaa eater Supply -'old final for: :va tar supply I-Inal uloarance oonu foro. vvater Supply. Cl.carance .for 2. bedroom mobile homed Uther Clearance for addition of xft we&^ ZM- P, - 75-_ PP7Nd4rj.vS 4- N Ote le�ouceis 13 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKSPERMIT 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZON NG BUILDING PERM% OWN S TEL PHONE SO. FT. OCC. BUILDING VALUATION OW ER'S AI LIN A ESS I _a el) CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING A DRESS /� Y PLUMBING PERMIT FilingFce 10.00 s, FEach Trap 2.00 Repair drainage or vent piping 5.00 Water piping Q LOT NO. SUBDIVISION NAME PA EL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets Q „ USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeEr-l'other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition [1Remodel ❑ Uti lities Zl--I//nstal lation ❑ Other ❑ Describe work: Permit Fee $ p Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 ^ Main service EA. ADD'L 100 AMP 2.50 NEW CONST. !DWELLING OCCUP.y\ OR ADDNS. 1 ACC. BLDGS. / 20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. ,-• Business and Professions Code for this reason NEW CONSTR .OUTLET 2.50 ea NON.RE51D BRANCH CIRC TS NEW CONSTR. I POWER APPARATUS 61 NON-RESID. %SINGLE OUTLET CIR. / Ex. Occup OUTLETS OR FIXTURES a �� (FIXED APPLN5. OR EX. Occup. OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Ste' Misc. Wirinq 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure.. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation penult Fee S Contractor 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X `� —1g� $ignatur ' Applicant — O r Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ , OCCUP. GROUP I TYPE OF CONST. I PARCEL PO H I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR TORO LIC .e� By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date J s� L Receipt No. 000-0- , WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD-APPLI CANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS -.BUILDING DIVISION 7 COUNTY CENTER DRIVE - ,OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/514-4541 PERMIT APPLICATION DATA SHEET 10 Permit No. OWNER / it kJ Proposed Building Use Permit Fee Based Upon Building Inspector f A. P. No. ae,C _�I- )1) Compete Contract Price /DPW Valuation r (Explain) Date .-? _92 2Z At time of permit application, I was adv fsed the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate. . . . . . . . . . . 3. Complete plans in duplicate./triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . A. Letter of signature authorization. . &*UIZVII0. Sanitation approval from 0m Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: . 12. Certificate of Workmen's -Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . 16. Mobi lehome Installation Data. . . . . . . . . . Pre-Inspec. request to 17. Pre -Inspection for Required. Building Inspector 18. Other U When you issue the permit, process as follows: `Mail to owner. _ Telephone and hold for pickup at office Other (Date) Mail to contractor. _Deliver w/inspector. 0 Applicant Copy of plans sent Health Dept., Fire Dept., Other Date / During the plan checking process, the following data must be submitted prior to permit issuance; (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: 15 (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date Plans checked by Date Plans approved by 1A2 Date e� Other: Copy—DPW COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA. 95965 OWNER -BUILDER VERIFICATION Phone: 916-534-4541 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 in the envelope provided at your. earliest opportunity to avoid unnecessary delay in processing and issuing your build- ing permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. 4. 5. I have c construc Name ntracted with the ion: following person (tirm) to provide the proposed Address City Phone I plan to person t Name Contractors.License No. provide portions of this work, but I have hired the coordinate, supervise, and provide the major work: following . Address City Phone I will yrovide persons Name Contractors License No. some of the work but I have contracted (hired) to provide the work indicated: Address Phone Type the following of Work S igned : I. Property Owner Social Security Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 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. 'k, 0 t QST lans and speGi{ications M This set of P ,} is unlawful to ob at all times and • without k®pt o" thCh "ges or altero+iGns on same ► e any •on from the Department of Public mo.- written perm►ss► of Butte. Works, County anship Shall %e in Workm Proctices and Materials (wood in the �pll ni�e� Specified use �C"l: with Reco9 the p Codes and Accordance rescribed for & Machonir- of a rrn B lding, Plu 1 code. Uh®f patio 1 Electrical beyNithin sections Shall ► Otility con 0ilehome, e►t ereat d ft of theMo or within thee beh►nd left) Of th directly the roadside l half of • : �nobilehome• a irea for they permit will be requ InstaUation of the mobilehornea . m ..F.. A setback 6f 5 ft. from ft proper lines and a setback of. ft. from the road cen rli a shall be clot Of structu es or equipment WoW fir e 2 ft, eve mer (7046. B jTTE COUNTY BUILDING DE?ARTMENI APPROVED a;> d.r i ..F.. A setback 6f 5 ft. from ft proper lines and a setback of. ft. from the road cen rli a shall be clot Of structu es or equipment WoW fir e 2 ft, eve mer (7046. B jTTE COUNTY BUILDING DE?ARTMENI APPROVED 6 r t This set of plans and specifications MUST be kept on the job at all times and it is unlawful to ma.l<e any changes or alterations on some without written permission from the Department of Public Works, County of Butte. It I NOTE ----:All Materials & W®rkmanship Sh Accordance wiih Recognized Good Prsac� of a quality prescribed for the Specified u Uniform BuildingMachanical, Plumbing & C the National El6etrical Codeo t i U. from the" and a setback the road II be clear of equipment except overhang. 41 Yz' �.. ilEPA s n1«WiT OF PUBLIC HEALTH DIVISION OF ENIVIRONMrNTAL. HEALTH Address 1.7 695 Olvander Ave nue, P.O. Box 1100 Couro.v Cen;ar Drive C7 747 Elliott Road Reply to Chico, California 95927 Orovi!le, California 95165 Paradise, California 95969 Telephone: 916/891-2727 Telephont:: 916/534-4281 Telephona: 916/ 672-2951, Ext. 58 Elizabeth Egan -Tennis 2771.-A Mitchell Avenue Orovil_le, California 95965 Dear Mrs. Egan -Tennis: April 30, 1981 COUNTY OF BUTTE LAND DEVELOPMENT SEC. 'r1Fi1 1 981 Re: Mobile home at, e/s Oro Bangor Hwy,,,, Orovill.e APS: 23-32-111 Thank you for the material. you sent to Mr. Ove.rhousee TIE: and I have reviewed the correspondence and are returning it to you. As you are aware, the zoning on your property is A-5, and as such Only one; dwelling unit, or one; trailer is permitted. 1Ther e. is no provision in the- zoning ordinance for a second. mobile homes. Prior- to any occupancy or use of the existing mobile home, it will be necessary to r_:ompl.ete the following-. 14 Make an application and pay the $36.:00 permit fele to this department for a well. perm -.it. This shall be completed prior to drilling the well.., 2. Make.all repairs and replace missing equipment in the existing mobile home under permit, and inspection of the Department of Housing and Community Development, Div- ision of Godes; and Standards, Manufactured. Housing Section, PCO. Box 31,, Sacramento, CA 95801, (916) 4145-3338 -- Attn: Fritz Lingnau, Godes and Standards, Administrator I 3. Have plumbing, electrical and utility connections inspected and approved by the Butte Coilnty Department of. Public Works, 7 County Center Drive., Oroville, California Please. complete all of these items as indicated. If you have. any questions, contact Mr. Overhouse, or _the undersigned at the above listed address or -telephone number, Very truly yours, Howard Jo Snyder, Jr.,. RS. D-ivision of Enrironmental. Health Hj,S/bjc cc: Public Works P" enclosures p `x .... q - tie T� 1 LAND OF NATURAL' WEALTH AND BEAUTY DEPARTMENT OF PUELI.0 HEALTH DIVISION OF ENVIRONMENTAL HEALTH Address ❑ 695 Oleander Avenue, P.O. Sox 1100 XX 7 County Center Drive ❑ 747 Elliott Road Reply to Chico, California 95927 Oroville, California 95965 Paradise, California 95969 Telephone: 916/891-2727 Telephone: 916/534-4281 Telephone: 9161872-2961, Ext. 58 February 23, 1981 Ms. Mary Egan.; -Tennis 1912 C Street Oroville, Calif . 95965 , Re: Suostandard Mobilehome, east side of Oro -Bangor Highway, .9 mile south of Swede's Flat Road, Oroville AP# 28-32-111 Dear Ms. Egan -Tennis I am writing in reference.to the above listed mobilehome. On November 25, 1986-, I directed a notice to you, advising you that the mobilehome is :substandard and not to rent, lease, or permit occupancy of the mobilehome until an approved.water supply is provided, and all damaLed or vandalized conditions in the mobilehome are corrected. On January 26, 1981, I posted the mobilehome as unsafe for human habitation, and on February 3, 1981, the Department of Housing.and Community 'Development notified you that it is illegal to sell, offer for sale, rant or lease this mobilehome.. I have been informed that a number of people have been visiting the mobilehome with the intention of occupying the mobile and apparently sent there by you. I am therefore again notifying you that the mobilehome SHALL NOT be occupied by anyone including yourself until all required repairs, correc ions, or additions are completed as listed in my letter of November 25, 1980. ,. Attached are copies of all correspondence and notices from November -25, 1980, January 26, 1981, and February 3, 1981. If you have any questions, please contact me at the aoove listed address or telephone number. Very truly yours, Howard J. Snyder, Jr., R.S. Division of.nvironmertal Health HJS/bc cc: Public 1 arks enclosures Ak = .. uta COUft LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC HEALTH 196 Memorial Way DIVISION OF ENVIRONMENTAL HEALTH Address ❑ � �4 3� F IQ 7 County Center Drive ❑ 747 Elliott Road. Reply to Chico, -Cal ifornia 95927 Oroville, California 95965 Paradise, California 95969 Telephone: 916/891-2727 Telephone: 916/534-4281 Telephone: 916/ 872.2961, Ext. 58 January 27, 1981 Department of Housing & Community Development Division of Codes and Standards Mobile Home Section 921 Tenth Street Sacramento, California 95814 Attention: Franz Laugnau Dear Sir: Re: Substandard Mobilehome,east side of Oro Bangor Hwy. .9 mile south of Swede's Flat Road,.Oroville AP# 28-32-111. This department received a complaint concerning an alleged substandard mobile home at the above listed location. On January 26, 1981 I visited the site and observed a mobile home which has been extensively vandalized. Windows and doors are broken or missing' the plumbing and electrical wiring and facilities are' damaged, missing or inoperative. The water heater, heating facilities, and plumbing fixtures are missing, damaged, or inoperative. 'The mobile home is unsafe for human habitation,.' I directed a letter to the owner advising her the unit was unsafe and was to remain vacant until all hazards and deficiencies were repaired or eliminated. I am.now requesting a representative of your division inspect the coach and declare the unit substandard. The following data is provided for your information: Complainant: Mr. Donald Dingler 5145 Oro -Bangor 'Highway Oroville, CA 95965 Telephone: (916)-589-3213 Owner: Mary Egan -Tennis 1912 C Street Oroville, CA 95965 I.Pelephone : (916)-'534-8156 Mobilehome: United Roadcraft Calif. Coded - M-59 S-4800 3713 DOH No. A-91654 Calif. Lic. CN7710 - 1970 Tag 3300054 54' X 8' with Tag.Room. If I may be of any assistance, please contact me at the Division of Environmental Health, 7 County Center -Drive, Oroville, CA 95965 Telephone:, (916) - 534-4281. Very truly yours, Howard J. Snyder, Jr., R.S. Division of Environmental. Health HJS/lld c • Public Works P-`: Address Reply to .fury ga"-Tennis 1.91? C Street Or•oville, Calif. 95965 V,ar. Mrs. Egan -Tennis - DIVISION OF ENVIRONMENTAL HEALTH 6 1. A l.j ❑ 695 Oleandar Avenue, P.O. Box 1100 ❑ 7 County Center Drive ❑ 747 Elliott Road Chico, California 95927 Oroville, California 95965 Paradise, California 95969 Telephone: 916/891.2727 Telephone: 916/534-4281 Telephone: 916/ 872-2961, Ext. 58 Yovembe.r 25, 1980 Re: Mobilehone Site Oro- dn,or i i hway Bangor A?# 28-32-111 This department received. a C:6mplaint concernipo a vandalized mobilehome at the aVove listed location. The complaint alleged the mobilehome was unsafe for occupancy due to camages caused by vandalism, lack of an ayproved water supply, unsafe docks, and accumulated trash, garbage and junk. The Butte County Assessor's records indicate you are the owker of the property. On November 21, 1980, I visited the site and observed a an makino repairs on the mobilehome. The mobilehome showed extensive damage from vandalism including broken windows, removal of water heater, broker doors, heating, plumbing and eledtrical facility damage. Tire. area s::r.rounding the mobilehome contained junk, trash, garbage accumulation and v: n ali.zed M.obi.lahome equipment. There is no approved :Nater supply- on the property. This letter is an official notice to complete . the following prior to any person . occurying the mobilehome, 1. Contact ?sir. Grant Elliott, Department'of Lousing and. Community Develo went, 571, . anza.nita, Chico, Calif -05926, telephone 8954334 to obtain permits to make required repairs to the structural, plumbing, electrical, has and heating facility damage in the mobilehome. All repairs must comply with requirements as defined in Title 25, California Administrative Code'. 2. Remove all of the accumulated junk, trap, garbage and non -sal vaLeable . mobilehome equipment from the property :•r.i..thi.n THIRTY DAYS from receipt of this ncYtice. A. Provide an a'proved domestic water supply prior to any occupancy of the 0ilehome. Prior to drilling a well '?ay the required fees and.obtain a tJell. par .7_'t from the outle County Bepartment Of Public Health, Division of Enviro i- ;i?ertal Health, 7 County Canter Drive, Uroville, Qali.f. 95965 Pale 2 Nary Qan-Tenni-s Continued 4. Install approved Wobilehome utility connections under permit and inspection of the Rutte County Department of Public iorks, Mounty Center' Drive, Oro ille, California 95965. Do not permit any Occupancy of this Wilehome until all repairs or corrections are Pade an4 approvei as listed Voye. If you have any questions, please contact me at the above listed address or telephone number. Jery truly yours, Howard J. Snyder, jr., R.S. Division of Avironmental Nealth 1-i.JS/bjc cr.: Plic Works P"" Grant Elliott 1i April 4, 1988 Same C LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH Address ❑ 196 Memorial Way ® 7 County Center Drive ❑ 747 Elliott Road Reply to Chico, California 95926 Oroville, California 95965 Paradise, California 95969 Telephone: 916/891-2727 Telephone:916/iG&KXNX Telephone: 916/872.6308 538-7281 CERTIFIED MAIL - RETURN RECEIPT REQUESTED Mary Elizabeth Egan -Tennis 700 Mitchell #46 Oroville, CA 95965 RE: Substandard Mobile Home - Off NIS Oro -Bangor Highway (behind 6245 Oro - Bangor Highway, Oroville, CA) - AP# 028-38-0-022-0 Dear Mrs. Egan -Tennis: This department received complaints alleging you are occupying the United Roadcraft Mobile Home, California License CN7710, 1970 Tag 3300054, which was condemned as unsafe for human habitation on January 26, 1981. On February 10, 1988, I contacted you on the property and attempted to advise you that the mobile home was condemned as unsafe for human habitation due to damage to heating, plumbing, and electrical components of the mobile home, and no approved water, gas or electric utilities. Copies of previous notices, and the 1981 condemnation were handed to you. I contacted the local representative of the State of California Department of Housing and Community Development, and was advised that no permits had been issued, or inspections made for repairs to the mobile home. A search of the Butte County Department of Public Works records reveals no permits or inspec- tions for repairs and/or utilities to the mobile home. A search of Health De- partment records revealed a permit for a septic tank installation, but no well permit. The previous inspection of the mobile home revealed that windows and doors were broken and/or missing; plumbing and electrical facilities were damaged, missing or inoperative, the water heater, heating facilities, and plumbing fixtures were damaged, missing or inoperative; rendering the mobile home unsafe for human habita- tion and substandard due to conditions observed and in violation of the California Administrative Code, Title 25, Chapter 2, Subchapter 1, Section 1704 Substandard Mobile Homes. (a) through (i). Mary Elizabeth Egan -Tennis April 4, 1988 Page 2 In order to comply, the following conditions shall be corrected within THIRTY (30) DAYS from receipt of this notice. Obtain well permit from the Butte County Department of Public Health, required building permits for utilities, decks and awnings from the Butte County Department of Public Works, -7 County.Center Drive, Oroville, CA 95965; Mobilehome repair permits shall be obtained from the Depart- ment of Housing and Community Development, Division of.Codes and Standards, 6007 Folsom Boulevard, Sacramento, CA 95819, (916-445-0135), before making repairs. 1. Provide an approved well under permit and inspection. 2. Provide electricity and gas service under permit and inspection. 3. Repair or replace broken doors and windows in mobile home and make it weather- proof. 4. Repair or replace all damaged, missing or inoperative plumbing and electrical facilities under permit and inspection from the Department -of Housing and Community Development. 5. Repair or replace damaged, missing or inoperative water heater, heating facility and plumbing fixtures under permit and inspection from the Depart- ment of Housing and Community Development. The mobile home shall remain vacant until all repairs are completed under permit and inspection, and all violations are corrected. You cannot get electric and gas service until all repairs are completed and in- spected by the appropriate agencies, and you cannot occupy the mobile home until all utilities, equipment, plumbing, electrical and heating -facilities are repaired, inspected and operational. As I am Mr. Edward Overhouse's supervisor, I have discussed your situation with him. He indicated his only concern for the property was an approved water supply and that the existing sewage system is operational, he does not have any authority to waive any requirements for the repair of the mobilehome and its damaged or missing facilities. A reinspection will be made. Failure to comply will result in the Franchise Tax Board being advised of your noncompliance. You will then be prevented from claiming state tax deductions for taxes, depreciation, amortization, or interest expenses connected with the property as long as it remains substandard. This notice is given to you pursuant to Sections 17299 and 24436.5 of the California Revenue and Taxation Code. If you have any questions concerning this notice, contact me at the above listed address or telephone number. Sincerely, oward J. �nrR.S. S Supervising Sanitarian Division of Environmental Health HJS/mlf cc: Public Works - Jim Glander� Sue Wiley #108 - Adult Social Services �'+...sr-•�-•r-�•�v.--�^+.�•v—••-„-..._.,..-�v�---'ti--.-`�4..�./'+..�-U""`--.�'�.�r."�'-�fk�"�'..- ""rsy„�.n .ty,..�-.�'...-�,r-.,rY...- ys_,...,,,-..+..�-�.,:,.....��i..-.. ..el ti t ,s i YYI&� ma-vw,r COUNTY OF BUTTE, — DEPARTMENT OF PUBLIC WORKS fi 7 County Center Drive—70roville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT nutrwnce representauves of the t,ounty of t5utte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent Receipt No. 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 By White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant I Building permit expires Date Date BUILDING Owner r r ' �1 SQ. FT. OCC. BUILDING VALUATION r i Mailing Address r Telephone No. Fireplace Contractor ) , ., Total Valuation ' a ' Mai I i ng Address Permit Fee Plan Checki ng Fee &/or Penalty Telephone No. Permit Fee Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 r Each gas water heater or vent 1.50 f A. P. No. _� ! r Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W.C. Sanitation Fire Dept. Fire Zone Use Permit, Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approval Plans Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 "j •,' ' i J Main service 800V OR LESS 5.00 100 AMP OR LESS —a Main service EA. ADD'L 100 AMP 2.50 •a Main service OVER s 25.00 100 AMP O OR LESS r Single Family ❑ Duplex ❑ Mobil HomeE] Others ❑ Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ( ADWECCLBLDGOCCUP. &) 2¢syft NEW CONSTP_ MULTI -OUTLET NON•RESID. (BRANCH CIRCUITS) 12.50ea NEW CONSTPOWER APPARATUS & NON- R. 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: Y Ex. Occup(OUTLETS OR FIXTURES)50 @25¢ 109 Ex. OCCU FIXED APPLNS. OR P• ( OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 • ,'^;. — License No. Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License 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. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 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 TOTAL PERMIT FEE $ , nutrwnce representauves of the t,ounty of t5utte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent Receipt No. 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 By White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant I Building permit expires Date Date COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — 'Uroville, California 95965 �� Telephone: 534-4541 / -� APPLICATION AND PERMIT A autnonze representatives of the county of tsutte to enter upon the above-mentioned property for inspection purposes. Date7-,24--77 Signature of Plermitee or Age Receipt No.Z3 33 -z .3-�3 Z `3 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR O"UBLIC WORKS By Date B Iding permit expires Date BUILDING Owner 61 V L4 SQ. FT. OCC. BUILDING VALUATION Mailing Address Telep�lo`e Ny. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building AddressPLUMBING No. @ FEE PERMIT FILING FEE $3.00 _ S S 2 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 O Each gas water heater or vent 1.50 A. P. No. 0� 3.G - 11 Zoning & Planning Gas piping system 1 - 5 outlets 1.5U Each additional outlet .30 IVIS Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 ec Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 -3,00 fip C 2G lC `:� (% C Main service 100v OR LESS 5.00 57,e -p 100 AMP OR LESS f Main service EA. ADD'L 100 AMP 2.50 ;2 Main service 1100 A so0vPOR LESS 25.00 00 AM Single Family Duplex ❑ Mobil Home Others ❑ Main service EA. ADO'L 100 AMP 1.00 NEW OR ADDNST ( ACCLBLOGLING OCCUP. &\ 2¢sgft NEW CONSTR. MULTI -OUTLET 1/ NON.RESID. ( BRANCH CIRCUITS/ 2.50ea NEW CONSTR. POWER APPARATUS &) NON- ESID. (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 st y le of: Ex. Occup(OUTLETS OR FIXTURES) @251009 x. ccu FIXED APPLNS. OR EO2.00 P• OUTLETS (RESID.) EAJ Temporary service 10.00 Mobile Home Facilities 15.00-?4,J—,CW License No. Classification Misc. Wiring 6.25 --,-r 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $- .0 $ o :5 MECHANICAL No. @ 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. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. \�J;Z-J I certify that in the performance of the work for which this VW 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. 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 TOTAL PERMIT FEE $ �D 32 autnonze representatives of the county of tsutte to enter upon the above-mentioned property for inspection purposes. Date7-,24--77 Signature of Plermitee or Age Receipt No.Z3 33 -z .3-�3 Z `3 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR O"UBLIC WORKS By Date B Iding permit expires Date D�ur�c�soy o7C Owner: Address: Tenant: Building Location: Type of Inspection requested: BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION `-REPORT A. P. # Date of Inspection 7 Z Inspector � ijnti Sa / 1. Housing / / 2. Financing 3. Change of Occupancy to / 7 4. Other (specify) Present use of building: A. Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and. ventilation: 8. Room and space 9. 10. 11. 12. 13. 14. Bedroom window Infestation of Connection Connection Rubbish and Comments: requirements: or door for second exit: insects, vermin, or rodents: to sewage disposal: to water supply: garbage facilities: B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments: C. Elect 1 1. 2. 3. 4.- ri.ca Service and ground: Receptacles: Fusing: D. Plumb in 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments: (continued on ,back) E. Other 1.7Maintenance and repair: 2. Fire hazards: , 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Comments• F. Conmercial Buildings 1. Roof covering:_ 2. Distance to property lines: 3. Physically handicapped: 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. CoMInents: G. Field Problems or Violations 1. Problem or violation (give 2. What action taken (gi 3. What action recommended: lete description) : 6=2�t ete description): A. Information only - file, B. Hold for ten (10) days, then write letter. C. Write letter. 7 D. Other: OWNER Zonin; Us roposed PERMIT APPLICATION WORK SHEET Permit fee based upon: 1. Complete contract price. 2. Partial contract price (explain). 3. DPW Valuation (show): Permit No. A. P. No. Approved Not approved At time of permit application, the applicant was advised the following data or information must be submitted prior to permit processing and/or issuance: Date Received 1. All items have been submitted. ------------------------------ 2. Plot plans in duplicate/triplicate. ------------------------- 3. Complete plans in duplicate/triplicate. ----------- ---------- 4 Complete engineered plans and calcs. a7------------------------ Fees of $- -/0 . S�! ------------------------ Letter of signature authorization. 7. Sanitation approval. ---------------------------------------- 8. Planning approval for -- 9. Workmen's Compensation Insurance Certificate. --------------- 10. Contractors license information'. ---------------------------- 11. Parcel declaration, recorded copy. -------------------------- 12. Access declaration. ----------------------------------------- 13. Aunt Minnie information. ------------------------------------ 14. Deed of access, recorded copy. ------------------------------ 15. Deed of parcel creation, recorded copy. --------------------- 16. Parcel map, recording data. --------------------------------- 17. Pre -inspection request for 18. Improvements - plans required & DPW approval. --------------- 19. Other By Date Bldg. Inspector During plan -checking process, the or information must be submitted issuance: 1. Index permit for items above and in addition the following: following data prior to permit 2. Applicant advised by Telephone Mail Other 3. Plans.checked by Date 4. Plans approved by Date When permit is issued, process as follows: 1. Mail to owner. 2. Mail to contractor. 3. Deliver with inspection. 4. Telephone and hold for pickup. 5. Other Before permit issuance, all of the following items must be signed or marked NA: 1. Zoning use 2. Legal parcel 3. Envir. Health Plans Sent A. Sanitation B. Restaurant C. Other 4. Public Works Plans Sent A. Street Imp. B. Drainage' C. Permits & Fees D. Other 5. Planning A. Use Permit B..Variance C. Other 6. Other Agencies Plans Sent A. Fire Dept. B. Other '" , Ir ,u. --c& r h .�®- / 4 CD o COUNTY OF BUTTE pEpT. Or PUBLIC WORKS fr `j ASU 1977 Ali Pkl 718A10i11i1211i213141516 ?-O,F-7 Complaint -Date 01//►/7S 2S ❑ Ocher -Date Y Owner: Address: Tenant: Building Location: BUTTE COUNTY DEPARTMENT -OF PUBLIC WORKS SPECIAL INSPECTION REPORT J e. ;.7/l L4 - A ZONING A. P. # C Date of InspectiorQ Inspector - ' c oo '0 WO' �' . o }- 0-,6 /I' w J / Type of Inspection reques e 1. Housing ".2. 2. Financing / / 3. Change of Occupancy to �[ 4. Work W/0 Permit / / 5. Other (speciiyj %V 'fa Present use of building : e lie I1 r) C ' wn �e l- 0-r ge- we- r' A. Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents:^� 11. Connection to sewage 'dis,posal: _ 12. Connection to water supply: — 13. Rubbish and garbage facilities: 14. Stairs:(Rise, Run, Headroom, 1HR, Tolerance$,Handrails) 15.1 Comments: B. Structural 4 $ 0 / : . `� G 1. Piers and footings: 2. Floor construction: 3. Wall construction: s 4. Ceiling and roof construction: G / 5. Fireplaces: 6. Comments: . r% 0"-Yf C. Electrical 1. Service and ground: YEA—i L, 2. Receptacles: 3. Fusing: 4. Comments: D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments: E. Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Energy:. 7. Comments: F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: _ 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations ,r 1. Problem vio ation (give complete descritir): 2. What tion kenr(give co p ete descr,ption): .a �� n A — -'�_.�iii� � 3. What action rk�ommended: A. Information only - fi B. Hold for ten days, then write letter. C. Write letter. D. Other: C 0 z s r i STATE OF CALIFORNIA. GEORGE DEUKMEJIAN, Governor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS - Administrative office TA 6007 Folsom Boulevard, Suite A, Sacramento, CA 95819e Mailing Address: P.O. Box 1407, Sacramento,'CA .95812-1407 (916) 445-9471 August 8, 1988 ACR #k10094 Butte County 7 County Center Drive Oroville, CA 95965; Dear Sirs: The Office of the Mobilehome Ombudsman has .forwarded the attached Request for Assistance to our office for action. - This office has determined from the information provided that your agency has jurisdiction for resolving the violations concerning the mobilehome on private property which is located at 6273 Oro -Bangor Highway. If you have any questions please feel free to contact me. Sincerely, Anita L. Cowar Mobilehome Parks Program Manager ALC:rfb Enclosure -I-,?- 3Y -,--Z Is -I-,?- 3Y -,--Z BUTTE COUNTY (For Action 1, 2, 3) Public Works Dept. (For Information */ ) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. I r��/��f Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping T ran sp. Land Dev. Drng. /S.I. Sub. & Pcl. Maps Permits Addr. 8�6\, 01 �V . �° 10094 . June 3j 1988 'c None of -;the criteria in the forms you sent me refer to my problem. -A shall •' kive you a dexcription of the problem. My; name to Mrs. Donald Dingler P.O. Box 91 Bangor, Calif. 95914 r• My phyeieal address is 6271 Oro -Bangor Hwy. Behind,'my property is another parcel. The legal address for it is 6273=Or"Bangor Hwy. ' F It "ie `.owned by Mary Elizabeth Egan -Tennis. One of her mailing addresses '-, -is Gdnoral Delivery, Bangor, Calif. 95914. *Approximately seven years ago the single -wide mobile home which is on her property, was condemned by the Environmental Health Agency here in Butte County. Howard Snyder is now in charge of this case and I believe he did tho.original condemnation. His phone number is 538-7281. Approximately four years ago PG&E removed their meter. There is no water, no well,•no windows, no weed clearance, no gas, no electricity end as of Feb. 7 of, this year Mrs. Egan -Tennis has been living in this mobile. Around'the time of the original condemnation I believe IRV was notified and pulled the tags off the trailer. There has been no permits to cleat -up or maintain this build9ng. The woman has cardboard, boxes piled up in one section of the trailer and had plankets over the window spaces. She cooks; inside on a hibachi + which,Ae also her only way of keeping warm. There is a septic =y= tank installed. The installer had to put a lein on -the property in hopes of some day collecting for the installation. I don't believe ,there are any leach lines. There is also no toilet. Supposedly =JJ 4 she usee'a portable toilet. But you tell me where 'she dupps it. She has no ;,vehicle and depends on a few "good samaritina" to bring her water in gallon • _: 1. juges. and get her groceries. Since mobile homes are now under the jurisdiction 'of HUD I am filing a complaint and would like an inspector to come and view the trailer and see just what can be done about this problem. My. .other neighbors are worried also, we are all concerned about fire , expecially in these conditions the last two years. We also would like a neighbor that is somewhat Bane, living in squalid conditions is not; my idea of sane. Also her grandson was living up there for a few days and the CEP tried to catch him. It seemxr;he'waa driving a stolen vehicle from Nevada. Also Mpeking with Mrs. Egan -Tennis is Patty Archambault, 538-•7568. She has sent a nuaber+Mof glass companies to the residence, trying to get the mobile fixed, j using:-Ny,,address, not where the problem is. Patty works with Adult Protective " Services. " I an -under the assumption that once a building or vehicle, in this case, is condemnel, that certai# criteria must be met BEFORE repair work is done, if It _done. V. From shat I understand Kathy Noddings of the Welfare Department is also involved. It wou]d=eem to me it would be cheaper to house her where there is at least waterw'and electricity instead of trying to pour thousands of dollars, which dt would, ak ..,,to bring that dump up to standards, kkam into a Money Pit. I an at a :dead end tea= in solving this health problem. It seems that the rights" oEr�the 'neighbors don't enter into the problem. It doesn't sa tter where �' she emptie her toilet or that she is a fire threat to all of us. MaBILEHO 3UILDING RECORD 0wner'S Name ��+�Pl� AEC-, r; A,1 Mail Address PARCEL NO. CITIIC . I — r I1—.1 1 r. on TYPE QUALITY YEAR. ROOMS KITCHEN FEATURES MODEL Sin le Wide Ex ando g � p CLASS , B� FLOOR NO. OF MAT'L PLB. F. Cabinets L.f. Double Wide Tog r Descri P- No. FIXT'S DESCRIPTION Counters L.F. MANUF. ��j�� p � Triple Wide L-1 Other � tion T r .S Remarks EXTERIOR ROOF STYLE SKIRTING Entry Garb. Disp. Dishwasher Hood -Fon Alum. Panels Arched Alum. Panels Range -Oven Com pa or Microwave Alasonitc Panels Flat Alum. Shiplap Living " Z, Alum. Shiplap Siding Gable Mosonite Dining _ Decorative Stone C'Ut Up Fiberglass Family SPECIALATERIOR FEATURES Other Pitch: L M H Brick or Sone Great Rm. Bar—Wet, Dr Hutch Book Case Exp. Fasteners O'Hang Ft. Other Den Fireplo Ccth. Ceiling Extra Both WINDOWS ROOF COVER HEATING _ Minimum Goly. Iron Forced Air Bedroom % SPECIAL EXTERIOR FEATURES Tract Size Enameled Steel Downflow Dress Rm. window Picture Asphalt Shgl.. Upflow Awnings Shutters Shake Roof Ba Compo. Wall or Floor Bath Slid Doors Gravel, Rock Other Both ?5 Lin. Ft. Other Set-up for A/C Both % MOBILE HOME RATING (E.G.A.F.P.) INSULATION FOUNDATION COOLING Quality Condition Appearance Conform Locotio� Floor R- Permanent Refrig. H.P. Kitchen Walls R- Piers Heat Pump Bonus Rm. Ceiling R• Tie Downs; Thru Wall Utility PARK RATING (E.G.A.F.P.) Evap. Cool. Overall General Recreotion Overoll Location Appearance Fac.l.ties Quohly TOTALS DESIGN YEAR CLASS EFF. DEPR. SQ. FEET R.C.N. R.C.N. a R. LD PR. �' .L.N.D. `ND. APPRAISER DATE REVIEWED DATE C R.C. L. TYPE YR. TABLE MAIN IMP. MAIN IMP. TOTAL GOOD Good" Z1984 . CK W M&a Ila MAS 7 /l o D Z Z 15317'RD1- 15317 RDI 9b 19 19 19 19 UNIT NIT UNIT UNIT UNIT UNIT AREA COST COST AREA COST C S AREA COST COST AREA COST COST AREA COST COST Mobile Home iy _ Air Conditioning 11M _ Evop. Cooler _ Dishwasher _ Bar ri Skirting Other TOTAL R.C.N. MAIN Carport/Porch Roof At i Porch 1 Storage Shed V1 V' SUBTOTAL R.C.N. j Deduct (Singlevsitfis) >_ t TOTAL R.C:N. orQ . I — r I1—.1 1 r. on . ♦ . . . . . . ♦ • t + . ♦ . . . . ♦ . . . . . . . l4. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ......................... ............... ........................ ................ ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ♦ . ♦ ♦ + Up 173�p- ............. 1:off . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .f. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .^ . . . . y.. . . . . . . . . . . ♦ . . . . ♦ . . . . ♦ . . . . ♦ . . . . ♦ . . . . ♦ . . . . . . . . . ♦ . . . .. . . . iBE-ASO AH.530-F BACK 6-6.80 MISCELLANEOUS STRUCTURES j Structure Found. Floor Exterior Roo( Interior AREA COMPUTATIONS Main Areas Other Areas o 'G •:r = S 457 A 9 _ t Ap raiser MISCELLANEOUS INFORMATION 7 D L f MARKET DATA Data Appraiser Remarks PERMIT DATA OWN R.'S BUILDER'S NAME NAME Permit No. Date Amount Improvement "A DDR ES i9/!l4(;tLLAc�lt 5, ---,L1U1LL)1NU IYI:C;UHU DESCRIPTION OF BUILDINGS PARCE- SHEET � F— =SHEET Bldg. No Structure Sire Found. Roof Wall 8 Exterior Type Cover Floor B Interior Detail Se nd Story or Loft Year Built Est. Tc Life Y. L. N.D. Cost Cost Good L. N. N.Cost Cost Good R. N. D. G • ov Ap i 1-ZE t I Total �1 1W4 COMPUT4-1'1ON Appraiser- Date 15317 RDl FEB 2 g /4964 2C 19 19 19 No Areo Cosf Cost Good R. N. N. UnitCost ood L. N.D. Cost Cost Good L. N. N.Cost Cost Good R. N. D. G • ov Ap 1-ZE t I Total �1 Appraiser- Dote 19 19 19 P 19 No Areo Unit Cost o� C. Un t Cost �% Unit Cost %ood � R. C. N. l�-i� C.os.y,_ s36- R:G—X. %JTotal All 531-H 9246 ■■■■®/n�i- .��■H■�■ ■■■■■■■■■■H■■n■■■■■■fin■d■■n ■■■■■■■■■■ ■■i■■■nN■■■N■■i■in■■�■■i■v�■i■■i■■■i■■n ■■u■i■■i■■n■u■■■■■■■■i■■■i■■■■■■■■i■■■i■■■i■®■■i®a■i■in■■i■n■i■■■i ■■■■a■■■■n■■■n ■■nNi.�■■►►' m ■■■i■■■■in■niu■i=��■ ■■In■■oiN■■in■■■■N■■i■■iM �KIMu■■■■■■■■■■■■■■■nn■■■■■■NnN■ iiLi■uiiiiii�iiii n■mn■�■■■► ■■■■n■ t, ■■nHIn■■■■ ■i■■i■ui■■n ■n■■■■■nu mH■AmI■i■■ o� ■N■■■■■■■■■M■■ IMME N�■■ ■■ ■� IMMUNE MUSEUM ■■■■■n■■N n■■■E■ im ■�i■�■u�ON c■�` ■■W m ■ ■■ - MOM ■ ■ EVEN i n � ■ n■■■ SERUM EMS ■ N► ■®■■i■�e■■■u■v ■ nn ■ �■n■nNH ■ � ■ +i ■■ n ti ■ ■ N H 0•■ u■n■ ■ R ■ ■■■ Nnn WORSE m WIN COUNTY OF BUTTE BUILDING DIVISION " DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 �= ti A CORRECTION NOTICE OWNER PERMIT NO. 4 A routine inspection indicates that the following violations of Butte County Ordinances exist at the above: address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional` explanation, please contact the Building Inspector as indicated below. ;j Date & 7n 7� Inspect V4 REV 4/05 Phone #`+ 7i D !�_rl Zj FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 �;' Now Yp COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �1., ✓l�. � U to OWNER PERMIT NO. s "-k'routine inspection indicates that the following violations of Butte County Ordinances exist at . r the -above address and should be.corrected. Please call for re -inspection when correction of .•4 work is complet If you have any questions pertaining to this matter, or need additional • explanation, ase contact the Building Inspector as indicated below. r % n t . � � � � ��1/1JJ t � -�Vl� ld ✓VIP..✓ �� S� L G �" / i A Il e r W4"A S-6V'1k' (-e POVLXJ j' Pv-oL1'jG a d d rcss SCo� rt), - d =x1 J 1 -&4e d V rA Date 1-2- U v Inspector REV 4/05 Phone # 1 C FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 F. CORRECTION NOTICE 06 Oyes OWNER PERMIT NO. s A routine inspection indicates that the following violations of Butte County Ordinances exist atthe above address and should be corrected. Please call for re -inspection when correction of s work is completed. y y questions pertaining to this matter, or need additional leted. If you have an . explanation, please contact the Building Inspector as indicated below. ANA N0'fS1Jf Date Q� (� _p `F' Inspector 1 1C K-41 �i `i=-�,F6(yEp— REV 4/05 Phone # v S38 60822— FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 s f ! N. E. I/4 8 PORTION OF N.W. I/4 Of SECTION 8, T.18N., R.5E., M.D.B. S M 28 - 38 /9 37 N. 1/4 COR. 5 4 SEC. 82666.00 586°2o'oo"w !!30.30 @ 9 6 O. !173.90 /q /3 --------------------a l3 /2 \ O � 32 OSCAT E: 400' L N Z 2� p O � 612.33 E. 1/4 COR. 2637.06 SEC. 8 CENT. SEC. 8 Afl Aesesaas• mrp aro prepaed for food ply A=*Mr's Mlop No. 28-38 amswmt pwpaees CKY and Me parcels ahom Me= may not e► *a Stabs and swd County of Buff*, Cone. I wK»a enf>BrlakrrdiNo b aewnad for the A /KEN LOAM TRACT NO. l M.O R. BK. 8 PG 43A 8 438 ase of Me hfa naaae shoe, an any Ameeeae' m� . 1 :tb sro-� i,'� ...,'X,n�,� :-. _ ,i{';,.$�?`L•t i .v ro} ~,t._ `�Yi exitY ?N *"tired, <is "E,_ �`Y S Pa+s§� ajyF a.$'vi1 r ' "ss r AY'! 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'�•t ^$t' �R•" j.. -„y Ful �t p rn 21r t ,��'' Y K" r'ks{i" r- t - pow j ,! K - {>•x {�«�y"!.`. kr `. S tee. z= ,ter'. .. j' yt. •may. �:i. 4.k � �.s .�.c,.L �> r �y�N � .H!'� � Ole ss er• � i ,K 5 r { �fe� F ir'"ir� -y �,`S a r' t ' z�i`�{'� ��{, i,Y•� + .tcyas yn� � � -a `k. 3 - i.. •+ a y w• at�.i: � r.} x � } ,.n5r �! r��i � � i 'r �tK• 7 �e "k`r�iJ�O r � ��t f Y'ih k .:rhhK' p trr' 9 � �, ,F, s Sle �,a �, j � �z i t'i't• Piy'i' - +� �''8 ,*' t �hs•M �` �x.� d��Kr r; ry., ,?Fw MAN . �':�r�i, it ' .....,i........... . ,:} a • ,.�.. -, .. . _ t ,'f%r4r _ _ � .fit .. .. a ,=1.:uN'iE 100' 75' 50' 25' 0 i too' FROK VELL LEACH FREE � LIMIT SEPTIC LINE TAMC 35' 0' g, aox 100' g• awK , I8,®ltok 10' x UY VELL CAP 24,0Pbw w OAKm FUTURE 0' X 40' ..�v OAK GRICULTUR L BUIL IN( SiL6tACE TAMC • B' OAK W OAK& S� 17 Y ® 30' PDE f\ Qr MULTI TRUNK OAK® anon jS �9 l� GT sQ�MO� 6' WK Oak . Os T MF oo V OAK S6 J 10' p`4 6'6' 16' WXO PLW 016p &-LET OAK ® �� Power Pole 6 10' o PCE POLE l 4b 20' 20' ® 24' Oak OAK (D16' 10' PYw (n. S 10' 16' Oak 10' 4' Pbw • 3, U*k(D OAK SPLIT TRUNK IB' Pbw 0 Ur Ook® Ur Oak 021 5 ACRES 1 r PLANNING DIVISION - BUILDING PLAN APPROVAL Use: Date: . 22 24>v( Parking: I L ndscapin Other' Signature: _ I Ur Oak Ln N 39' L U a Ln M CDI M 0 J W U Q ® 24' oak nn/ 14' Ook UY Pff 16' Oak Q 3 24' Oak 16' Oak W 01k® !nnom// l� H 5' 15' 60 Foot Access Easement Through 6271 Oro Bangor Highway _. as f 6m joi M U4,51 (4 1 e, se.bl..�_u_.Fri _1us_. _ �.�Y��._ _ ._►��.._��__ . �u�� Yom_.__ _ :��. _r�� ..z . n ......:.�_�._.Q.Y� ge .._ pare 0I+� In pla4 o m 6 Iris 1:A.__ l P " VINA 11'r-7 ;r on both ends then the width of the traffic lar e(s) serving 274.00. Intent o facilitate locating a fire and to avoid delay treet, and buildings shall be designated by na rom the roadway. This section shall not restrj or other -purposes. overall address system. Accessory buildings v each dwelling unit within a building shall be s Size of letters, numbers and symbols for address stroke, reflectorized, contrasting with the backgi 1274 10. Installation; Location and Visibility, (a) All buildings shall have a permanently poste', entrance and visible from both:; directions of trav at the beginning of construction and shall be ma. legible from the road on which the address 4s lo( (b) Address signs along one-way roads shall be opposite direction. (c) Where multiple addresses are required at'a si (d) Where a roadwav nrovides`access solely to a Visible from both the intended direction of travel and the ngle driveway, they shall be mounted on a single post. single commercial or industrial business, the address sign shall be placed at the nearest road intersectionproviding access to that site. ARTICLE 4. EMERGENCY WATER ,STANDARDS, 12 75.00. Intent . Err spe wil occ -Bu urgency water for wildfire protection shall be availabIle and accessible in quantities and locations< if in the statute and these regulations„in order to attack a wildfire or defend property from a .fire. Such emergency water may be provided in a fine agency mobile water tender, or naturally erring or man made contamment.structure, iaslong as' the specified quantity is immediately available. to County fire Department currently utilizes moble'water tenders to meet the emergency water ;etation s c ti intain any tree adjacent to or everhai (e) (b) of Section 51189 of the Governmen to the insurer providing course of const; completion of the construction or reboil copy of the final inspection report that compliance with all applicable state anc (b) of,Section 51189 of the Governmen property insurance carrier that insures t] Butte County Iinnprovenllelt S Installation of Fire Snr.inklers fire sprinklers. It is your responsibility to inspect thf Anicture a firebreak made by removing and clearing, side of the building or structure or to the property or other combustible growth. This subdivision, does ation that is well -pained and,maintaned so as to pidly transmitting fire from other nearby 'vegetation to L -L a an of flames and embers, be fire stol sheet installed over the combustible ;engage) corrosion -resistant resisting of. onelayer of No`. ected by corrosion re" e and cornice vents may mbers into the, attic area [gnition-hesistant ' decking, the, spaces shall be constructed ith:approved materials or have one layer ng. ;h (041mm) ,d over a minimum 36 inches (91.4 min) p sheet running the full length of the cumulation leaves and debris in the he intrusion of flame and'embers into the sistant, noncombustible wire mesh with "/4 e used provided they resist the intrusion of f the structure. [to County Fire Department website at ROSS P. SHOAF, Civil Engineer Phone: (530) 749-0142 EN�'G`JNEERING CALCULATIONS FOR Job Number 06-562 Original Calculations Dated 8/213/2006 (Total 2 sheets) For Carson Haines, Owner Tom's Mobile Specialties, Contractor Location: 6261 Oro Bangor Highway, Oroville, California APN: 028-380022 Code applicable to this project is: 2001 CBC as amended by local jurisdiction. PROJECT: Job No.: () G �) -1- ru, Ross P. Shoaf, Civil Engineer Phone: (530) 749-0142 IDate: Sheet of -14 :44: :j J �A -4- ;,j :44: :j J PROYECT: Ross P. Sho4 Civil Engineer Phone: (530) 749-0142 Job No.: -r Dale: Sheet -of CZ) WAI EEC fmNl; SME REMM ISO. 90 ER pa iY r, 16QKFW 2000 Kf SAI Ih 192--144 3 W6 1; Mo60 NO I 4 UMA 0 PLACERVILLE RaAD nto. CA. 95027 IS! =11; Rx (910) 363-4531 Maill; Fax WamWwul S 1'S, 1,,l III II i fmNl; SME REMM ISO. 90 ER pa iY HOW 3�1: 16QKFW 2000 Kf SAI Ih 192--144 3 W6 1; Mo60 NO I 4 UMA 0 PLACERVILLE RaAD nto. CA. 95027 IS! =11; Rx (910) 363-4531 Maill; Fax WamWwul S 1'S, 1,,l SAI Ih cl 0 mo: PIER NO - r,1 , x„11 PIER Foolific SIZE MIL111H pi, IN) C ffy rL a,'s ) 1000 psr $50 PSF Wo psr 288 LO? 14i V 2500 JCO 248 160 leR FOOTAG SIZE REWIRED (Sq IN HM I MR "ACHY PILR"APACI No ly lu) Iwo 1-i Fj 2000 PSF "s) 4000 576 '64 2m 6600 864 56W 720 480 360 b Moo CAR IA' & MER H Q " E 5 LO(IATYMS 9993 01-D PLAC ERVILLE ROAD Sarroiricntu,. CA. EIZ�1527 Il 361-4111 wfiC A *vm 'ONE ONu A (30# OHLY) SOUTH AlID MUDDLE 20HES (20#/301# OR ABOVE) ----------- 1� ck�Aeiv( -- - - 1. — % – - —, –_ 2000 l`;F No. (IM) IUM) F5F 1500 PSF im NIF 4,2 IWW 1440 960 120 516 cy120(0 2 864 VARS11 IN SlAls KS5156061- —TR I 1,511 12-24-97 UY; ff. 02/1h/06 2 6I v be+wew m J04'S1 11l� �1 ��fs " D.p �1 /1 't''fl i t 1h i MC16"16 l 11ne'- 06ms eAM 1nC:"1-t611160b0f1 016M-611 f6( ,m(AnAdic 1 �e-f0l y� Jl�/�,]('10( 6014-� M p6e-6,), 61t-hYv)t,' arr mL5 �eoboo A - yo I In 1A 1110 I'l peyo 1 G,m4i (hkl VC01-s mat See 6eAA MOIC - f -r �11wls As y-(ulre-d Ste ►f U .......... M AS Nt a�- S 9) (2 S',j i�"r p cep.) NO pW �w4skea� r quE A --var so= -jV 1 t ," * V Ab . 4o coo j'a`i° s:' Wow L)V\Av-Ylurvled soft --f-'JP/CAA A ) — vVAAke, w' --MIL, i � v I Ackul Use, kin" -(ov�� lie w,) awl N6 cowt-'M' Oil lrc-lul ced - 17- 61e ioe ., E i �t r X110 11 t+ 1AMV4(AC-'rUrere, PleAWS, MIA 4114. Al%) a,11 APPROVED PLANS AND PERimiT SHALL BE ON SITE FOR ALL INPECTIONS 9 cC-PC 2 ®®�CBC ±d'2005 Callfo-rulat Y cvlc l orIded by the 5ta ,ndards as a to this pr®. 'f jurisdictioll 9PP y CALIFORNIA (C ISI (GUL AT ,W—\1) TIMAU25 Requirements as amended by the jurisdiction apply to this project 1,,,, Si�� { d=, 3� 44 �-" ..w �✓ �".f d� f �� f� d 8�..r...o.o.—...V y ��,.-.,.,..._...... APPROVED Iii ,_ Y\1 5 i 0 a' c1 7 r Dr I liy-e '+js � FILECOPY r. . API - � �N6 Q�� E55lQ�yA Q�� E55lQ�yA � : \ 4. 664' P" co 0j M REVISIONS ZONE I REV DESCRIPTION Well As Buitt 111mension 6/20/06 Septic System As—Built 8/4/06 100, 75' 50' 25' 0 PARCEL 028-032-011 160 Acres 100' FRUN VIML I rACH FRIF 7RNF ST S27JUANK PLANNING DIVISION - BUILDING PLANA PPROVAL Use: Date. Parking: _—Tundscaping: Other: ✓ 6G 'e-LL'Itz V,/s Ir Signature:F r U - � T -r DATE I APPROVED ire structures incticatea on ine , plan will be required to meet regulations required at the time iermit application for these .ctures. PGE MLE: V SIZE Date: Carson Haines (H) 510-582-3090 ORCIVILLE PARCEL 028-380)-022-000 D 8/19/06 25795 Mover Road (W) 925-951-2706 62611 , Oro Bangor Highway, 01rovi((e, CA SCALE 1" = 25' Hayward, CA 94542 Owner: REVISION- BP# &C APN: FIL El 0 y 7 0 0 1512 SQUARE I EET * 9- OR 3 BEDROOM 2 BATH 56'-(f MODEL KS56006F - BEDROOM #2• MASTER BEDROOM OPT. BEDROOM #3 v�,.E� IINN�IMs _..�r...- _�i.�;_u.�,,._�,3�>s ,, .�,§_�W�...��,_._;.�,r. �$.��,..�,_:,w>3=rS, ., t�.'::#� 56'-(f MODEL KS56006F - C14 CD 5� 00 cn CD 00 CD c--) LL- 0 1I uqmWu -54ULPIMERK ry a Ll Sol W;wl� I mmic SIZE Pam IN.) pn r"ING Sid RMED 450. IN.) 10TIO nFSF 15M Psf M PIF m mm pw F i7i r5M Jif 5 6 4M - - -- - - --------- ---- I CARPET & PIER SUPPORT LOCATIONS ■ STANDARD AS OF MMON DAIE-TR,F� IBM ZONE ONLY (34 ONLY) SOUTH AND MI LE ZONES (22Q/3" OR ABOVE) RMING WE REMO (SU [I].) ST 1O dap f9 f M M, 00 — 140 f so m -� to tm I dim m KARSTEN SERIES KS5MF -1, 0 1,512 12-24-97 1 —A MMSEVC � A ,„�, _...�_,., .�, -._ �...._ w a=.�� .�..� ��.�. v �.� , �, ,. a� _� �; .� _ ,�;, E � s 9 n � ee .. y � /(J//J� r �, t 1 1 t � � � 1 ?� �� c"7' r --a ..� R".t {{ {{ I � S�I �� e.� � �E pp r ��' � ,Y,T-Jf _ � ��, �� s r.F /.ev.CgY�.:Nw".A/_ _-�R'rRs.?,L._ Jn-+^=^^.,% ., .� '{ � ' � � � � {j i f�'a ._ ,_� � r �'� .. I o.. 'f } .- 1 �i�► 4 .,« a x __ � 4 � � � � + � � Y *'� z A, v � � � - y M '- � �' �iY. - :; _ i r � � # ' ' - � � ., �. „ j ;��. ! _ �� t- , � � �= , I .�-- a�,,, r s� � f' �� ,_. � � n � ,, � }� .:. 3; � l 1 sx r � '"� �� '�! '"1NIe��'"� "� F 3 i � �, ` '�. ! �L � h SJ �F' � . } •3 k - �< ?. � R 3 �t'� � .�.,,,// 3:t� a �` Ste/' ,. � , � `i �. 1 � � �, � a �. 5, -�� a�Y!1�r� -w � �� r' - � `� _ } � K�� orf � � � �� -f d .�� _ a �% �'''� '"r .. � � � '�ji� � �� _ �. � � � � � <«� ) '""' ” A i ' � -� r-�,`"�`��'4 �,v _` E I "� '.._ � �" :i * �k k " � ..11 � � F r� �. "6 � u / �� l..l ' A � \ r "^"" r� a d uuss.: .x,.....ee.+. w sem. �.. c �a n' y :. s 1 � �` � ! . i�5 lb"# . K . r E ». ..- s � .� y . .t. ............._.....�+. F �. .. ., w.. �.�r. i w...,.,.,... GEN ?AA__L 11. DA51alm"L LIVE LOAD - 30 LB. I'LOOR LIVE LOAD - 40 PSF WIND LOAD - so® MPH EXpoSURE "C" SEISMIC ZONE 04" *SNOW LOAD 100 PSF (SEC NOTE f15) 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE COISTRUCTED ON A FAIRLY LEVEL 'SITE WITH VD EXISTING SOIL FROBUMS. 3- CHASSIS BEAM SUPPORTS SHALL VE LOCATED M SI` O rOR THE LOADS AS SHOWN 10 THE "MOBILE ROME INSTALLATION INSTIRJCTIONS-. 4. IN AREAS WHERE DIFFERENTIAL sEMEME"T (ID.S) CAN OCCUR, MANUFACTURED HOME SHALL OE READJUSTED JNHEN'DS EKCEEOS 1/4", Ofh WHEN IT *tALL ADVERSELY AFFECT MOBILE HOME UNIT. yb CARRY ALJ- FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL FOOTINGS ARE DESIGNED FOR J,00a FSF TOTAL LOAV SOIL PRESSURE AND SHALL BE COMPATIBLE WIT14 LOCAL SOIL CONDITIONS. CoMpACTiD, SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PA)S. L STRUCTURAL STEEL- FABRICATED ACCORDING M AISC SpECIFICAMON WCLD ACCORDING TO AVIS SPECIFICATIONS. ELECTRODES -370 PLATES -ASTM A36 BOLTS -SAE 09 '5=ASTM A449=ASTM A5725. 7. THE GUS GUARD A4EYSLIES SHOWN ON THIS PAGE iHALI BE LISTED AND LABEULO By BSK AWD ASSOCIATES FOR THE FOWMNG LgAos: AkalOULKaAfts- lomzonm vgaTICAL GUS GUARD TUF-1 22000 6OOQ# G*JS GUARD IADP PAD 2200# 60000 GJS GUARD F -Z TIE PAD 2200# 6000# 8. DURING PREUMINARY :NSpEcpDN, THE ESTIMATOR SHALL ENSURE 7HAr. MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECAON. 9. EXISTINO COACHES MAY HE RETRONTFED TO RESIST SEISNC FORCES by INSTAWNG GUS GUiMD TUF-1 UNITS AS SHOWN DN THIS PACE OF TYPICAL FOUNDATION PLAW,S. 10. THE GUS GUARD TtIF-I SMTEMS 41RE sArg FOR INST41LATION IN ROOD PLAIN AREAS WHERE CEPTH OF FLOOD13C DOES NOT EAcIlD THE HEIGHT OF TNRM FEET. IL MULTIPLE UNIT INSTALLATION IS ACCEPTAXE PROVIDED THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT is THE SAME AS SAOWN REQUIRED PER EACH UN:T. 12- SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESMAIgT. a (3 ,IE $"ELI gaylp 13. ALL WrAt =NNINIS AND ATTACHMEWTS RM SHALT. K pROTICTIVE COATKD. 14- WHEN CONCRETE -SI-AB IS IN WSTAKE, PAD IS NOT oil . . . . . . . . . . . 15. FOUN)ATION EL OMS JOIX Is"XI21 paUito I" F.IACE AT CpOUND LEVEL WIAV 01 USM AT 'NSTOM DISCRE-HON ALVERIATWE TO PADS. SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES 2' MIN, / 8' MAX. 1= 2' M& f I 10 MAX, 6' MIN. /160 MAX. 22' MAX. VARIES I V-70' (SEE TABLE ON SHEET p) -RIDGE BEAM SUPPORT AS -REQUIRED BY WANUFACUrURER (TYPICAL) El 0 IJ El PZNOM. E El ZPADS IN ANY PAR MAY BE STANDARD MH. FOUNDATION RDTATED 90 DEVIR 01 21KRS AS RECOMMENDED By PVC SERIG OFFSET TO OTHER 5109 TO THE MANUFACTURER Up. THE SUPT TIT I AVOID CLEAROCE PROBLEMS. ENGINEER. 7YPIM THFOUGH! Typ) I 0210 IS aff, WE m 2 of 3 rZAYNE T. POLVADO, PE—LISTING NO. F94 EXPANSfON ANCHOR (4) REQUIRED a !m 929am 1/4" GRIPPER PLATE (r, REQUIRED I/e GRIPPER BASE 9/2-13UNC-A307 x 4"— DOLT WITH NUTS (4) REQUIRED ol 1/2- SCH 40 PIPE RNER WITH 01/2'ADJUSTER HOLES MD 3/8" THICK TOP PLATE 02' SCH 40 PIPE STAND %JTH TWO 01/1- ADJUSTER HOLES ADESCO ADS PAC #503 STEEL FRAME----, E - Z TIE PAD DIA. x 18" L3 LONG (4) REQUillED ANCHOR BOLT 3/8. CAD Mum MOLT, NUT a WASHER 44) RtQUIRED COUMTER BORED FLUSH WITH BOTTOM AT $1, O.C. (a) REQUIRED POURED IN PLACE 16x'16xl2 CONCRETE FOUNDATION INSTALLATION 01/2'x 3" C.R. LoctK PIN WITH 01/8" BRI13r.E PIN LIGHT HEAVY -WEIGHT PLASTIC PAD INSTALLATION nlAll WAYNE T. POLVAIDO, PE-USTING NO, F94249 SHEET 3 of 3 664' 2 " co 0j m I PARCEL 028-032-011 160 Acres Iff FROM WELL REVISIONS ZONE I REV DESCRIPTION -T DATE APPROVED i00, 75' 50' 25' 0 File pyetection Officer CDD, Butte, Fire This it appmod with COMP M9 of coobitaowjs on attached shoot Date UF\U V I LLF PK PULE Carson Haines (H) 510-582-3090 25795 Clover Road (W) 925-951-2706 Hayward. CA 94542