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HomeMy WebLinkAbout041-480-022a 7 041-480-022PERMIT#9 752 DAVISSON, Joel �, Orovi e Mobilehome Utiliti ELECTRIC GAS LI CO- TIOtd TEST RE SUPPORT STRUCT REQ 041-450-022 05-2366 1 BOSS, BEVERLY —3jg�ZLOS RANCHOS RD, CHEROKFE _ Cont: OWNER M/H PERM PND (NEW) 10•13.06 , B07-2107 041-480-022 MISCELLANEOUS Private Garage/Shop SHOP W!BATHROOM 1200 SQ.FT. 3327 LOS RANCHOS RD RUSSELL JAY THORNTON 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 FEE INFORMATION DBEH Building Review Fee " PROJECT INFORMATION DBF Garage -Wood Frame Plan Che Site Address: 3327 LOS RANCHOS RD Owner: Permit No: B07-2107 APN: 041-480-022 RUSSELL JAY THORNTON DBMSC Garage/Shop/Strge Wood F Permit type: MISCELLANEOUS 1900-12 ORO DAN BLVD. # 16 Issued Date: 12/13/2007 By TMP Subtype: Private Garage/Shop OROVILLE, CA 95966 Expiration Date: 12/12/2008 Description: SHOP WBATHROOM 1200 SQ.FT. (530) 514-9118 Occupancy: Zoning: U Contractor Applicant: Square Footage: RUSSELL JAY THORNTON Building Garage Remdl/Addn 1900-12 ORO DAN BLVD. # 16 1,200 OROVILLE, CA 95966 Other Porch/Patio Total (530) 514-9118 ,I Win FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $303.55 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $455.32 DBOMSCF Fire Safe Standards Re $115.98 DBSMIP Residential $2.88 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 12/13/2007 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier. Policy Number: Exp. Date: (This section need not be competed if the permit is for one hundred ollars ($100) or less.) ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to 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. r 12/13/2007 Signature . Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. ; CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lenders Address City State Zip 1,261.53 Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; rrrP---IAAAease check one of the following: t y t I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE (�( COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: 12/13/2007 Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Cou ty to enter the above mentioned property for inspection purposes. 1 hereby certify that I am the pr rty owner or am authorized to act on the prope owner's behalf. e 12/13/2007 me of Permittee [SIGN] E PeidlDate Owner 1:1 Contractor OR. ElAgent for Owner ❑Agent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT T11YIE OFAPPLICA.TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION mem Fi ame s ) l Mai ing Address I f (9. fuM d/ v City i //e Stat Phone Jl[/ p D Fax E-mail ARCHITECT/ENGINEER Name 'CONTRACTOR Name Address ©W Y7 &R 2J ;7_ I„ Oetz G,�JZI�C CItJ/ r�JStat E-mail I r !J Phone l q-187 E-mail Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name Address 8 4a 5� city FR Ss V a l e S(,�vl1 Zi 5_ Phone X-13-057-61 Fax E-mail State ' e N be APPLICANT SIGNATURE X _j PERMIT NO. �0 ?-V BIN # PROJECT LOCATION AP#" _© Property Address 3� '� / ".S G.✓i ��cD City r9'r. i Ile WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: U w B�Rcn/i' Sq FT- Living Garage Open Cov 00 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): , For office use only: APPLICANT INFORMATION Name DN Address 2 2� J ✓ Gin CitySt . // rn I Zi Phone Fax E-mail APPLICANT SIGNATURE X _j PERMIT NO. �0 ?-V BIN # PROJECT LOCATION AP#" _© Property Address 3� '� / ".S G.✓i ��cD City r9'r. i Ile WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: U w B�Rcn/i' Sq FT- Living Garage Open Cov 00 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): , For office use only: Zoning U, Flood Zone K I SRA es No Occ. Type Const. 04( , 46 -0 a� s�� 4a�-off � �(�c63•�o� 7 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: B07-2107 Date: 10/09/2007 Location: 3327 LOS RANCHOS RD Parcel Number: 041-480-022 By: TMP Sub Type: Private Garage/Shop Owner Name: RUSSELL JAY THORNTON Phone: (530) 514-9118 Description: SHOP WBATHROOM 1200 SOFT. The above, permit application has the following Clearances required prior to permit issuance. Pleise contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No 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/ Dep/a�rtment, 3016 Sixth Biggs CA 95917 - (530) 868-5447 Other: Vjf/) �/'J, /iii�l/l�l Y 1 /i� l/3'an ,l fY-z&A Other: Other: 01 Signature of Property Owner: FILE Date: 10/09/2007 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: B07-2107 Job Address: 3327 LOS RANCHOS RD Contractor: Printed: 10/09/2007' 4:42 pm Fee"'Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70" 10/09/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70. 0100-450001-4617240-1010 $102.10 10/09/2007 $102.70 DBOMSCF Fire Safe Standards Re 1 0010-440001-4210500-1010 $115.98 . DBFIRE SRA Fire Plan Review (S 0100450001-4617240-1010 $102.70 10/09/2007 $102.70. DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $455.32 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $303.55 10/09/2007 4303.55 DBSMIP t• 1001-0-280-1011298 $2.88 1,261.53 $584.65 Printed By: Tammie Powell Balance Due: $676.88 At the time of permit application,'I was advised the above fees are required prior tolssuance of the permit. These es may change during the plan checking process. Signature: Date: 10/09/2007 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). S. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from, the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and.additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (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://municiDalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-2107 Location: 3327 LOS RANCHOS RD Parcel Number: 041-480-022 Date: 10/09/2007 Owner Name: RUSSELL JAY THORNTON. Phone: (530) 514-9118 Description: SHOP W/BATHROOM 1200 SQ.FT. Signature of Applicant: Date: 10/09/2007 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: B07-2107 Date: '10/0'9/2007 Location: 3327 LOS RANCHOS RD By: TMP Parcel Number: 041-480-022 Sub Type: Private'Garage/Shop Owner Name: RUSSELL JAY THORNTON Phone: (530) 514-9118 Description: SHOP W/BATHROOM 1200 SOFT. 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 bycalling 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. 10/09/2007 lD D 7 Date Signature All of the Fire Safe'Requirements are posted on the Butte County Fire Department website at http://butterire.org/Fireprevention/protplan/protplan.html Rev'd 5/7/07 FILE Butte County Department- of Public Works MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive , Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2107 Location: 3327 LOS RANCHOS RD Parcel Number: 041-480-022 Owner Name: RUSSELL JAY THORNTON Description: SHOP W/BATHROOM 1200 SQ.FT. Date: 10/09/2007 By: TMP Sub Type: Private Garage/Shop Phone: (530) 514-9118 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 Regibnal 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: 10/09/2007 TRANSMITTAL 0 I 6 © W c G z ro �� x �o c� M•. QA- 30 0 I c z ro �� x �o M•. o o� 1 p� .S 0 \J11 �. \S) 'Zr Z n.� T 30 o o� 1 Z - 1 V / X /(f d�fvvp floltuf _ 30_ gol(� 30- plo 1( vp RVII 'vf RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL_ TO:., Mr. Thorton Mrs Furh 1900-12 Oro Dam Blvd # 116 Oroville, CA 95966 2007 0034271 Recorded' I Official dec;rds i Countyy' 01,i ,Eutte 1 UNDALL J. 6MBBS i County Clerk-Recorderl i 1 ►�iy:®ADAM 18-dui-2l�l I RK FEE 13.4 rAX 1912.50 Mz Mage 1 of 3 atwve Thb tine for Reoordees Use only A.P.N.: 041-480-022-000 File No.: 0403-2801647 (CB) GRANT_ DEED__ The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $ SURVEY MONUMENT FEE $ X computed on the corisideration or full value of property conveyed. OR computed on the consideration or full value less value of liens and/or enamnhrances remaining at time of sale, X unincorporated area; [ ] City of , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby admowledged, Beverly`Boss,-an unmarried woman hereby GRANTS tD Rita T. Furh, an unmarried woman and Russell Say Thorton, an unmarried man, as joint tenants the following described property in the Unincoporated of Oroville, County of Butte,'State of California: PARCEL I: ALLTHAT PORTION OF SECTION 33, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., LYING WITHIN THE BOUNDARIES OF THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 33, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M.;,THENCE. NORTH 89 DEG. 36259" EAST, ALONG THE SOUTH BOUNDARY OF SAID SECTION 33; 63.72 FEET; THENCE NORTH 14 DEG. 38' WEST, 153.83 FEET; THENCE NORTH 16 DEG. 59' WEST, 61.71 FEET; THENCE NORTH .16 DEG: 38' EAST, 44.31 FEET; THENCE NORTH 16 DEG. 57' EAST, 88.59 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, NORTH 08 DEG. 16' WEST, 92.44 FEET; THENCE NORTH 81 DEG. 33' WEST, 101:83 FEET; THENCE NORTH 02 DEG. 12' WEST, 78.69 FEET; THENCE NORTH 69 DEG. 18' 17" WEST, 633.12 FEET; THENCE SOUTH 04 DEG. 07' 13" EAST, 419.81` FEET TO A`POINT THAT BEARS SOUTH 89 DEG: 09' 52" WEST, FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 89 DEG. 09' 52"•EAST, 679.21 FEET TO THE TRUE POINT OF BEGINNING. PARCEL II: A RIGHT OF WAY FOR ROAD'AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: Mail Tax Statements To: SAME AS ABOVE ....-........r.r,.►...... wr, , 'C. 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P`3T : iia 4 OPO ,r'r: jw '!x Q0.030 eS HTE! tOP 23#A38 T.AHT 1-3 i MIC119 '1UPT it -IT O'4 'rill tS.eVb , R.A.3 "a,! ee, iiTno"i ca owu rx A -:wVo a5? -09 L:•q- '11"T'JITU :)%_[;gtJq (114A fD. 031 Kwi 1'A:s 10 i`H )Im A DOC13,104 BHT 10 30iP- 1-13A3 Via Mi OC 901MI..4, 1 111 5ii T333 :5MI1A3T(43:� ?i.'OU ?A k6T 11911 A.P.N.: 041-480-022-000 Grant Deed _ continued Fite No.:0403-2801647 (CB) Rate: 07/06/2007 BEGINNING AT A POINT ON THE NORTH LINE OF THE SOUTH 2100 FEET OF SECTION 33, TOWNSHIP 21 NORTH; RANGE 4 EAST, M.D.B. & M., WHERE IT INTERSECTS THE CENTERLINE OF OROVILLE CONCOW ROAD; THENCE FROM SAID POINT OF,BEGINNING, WEST ALONG THE NORTH BOUNDARY LINE OF THE SOUTH 2100 FEET. OF SAID SECTION 33, TO A POINT ON THE EAST LINE OF THE LAND DESCRIBE6 IN DEED TO 3. W. RADII, RECORDE6JANUARY 4, 1966, IN BOOK 1407, PAGE 418, OFFICIAL RECORDS; THENCE SOUTH 0& DEG. 39' 05" EAST, 99.15 FEET; THENCE SOUTH 60 DEG. 09', 40" WEST, 454.20 FEET; THENCE NORTH -76 DEG. 31' 20" WEST, 201.79 FEET; THENCE NORTH,26 DEG. 11' 45" WEST, 274.32 FEET; THENCE NORTH 46 DEG. 59'02" WEST, 110.33 -FEET; THENCE SOUTH 05 DEG. 22' 38" WEST, 193.72 FEET; THENCE SOUTH 24 DEG. _19' 33"' WEST, 222.24 FEET; THENCE SOUTH 05 DEG. 53'33"'- WEST, 336.76 FEET; THENCE SOUTH 40 DEG.' 4T "03" WEST, 203.26 -FEET; THENCE`soin bi DEG: 28'"08" WEST, -363:64 FEET; THENCE SOUTH 30 DEG. 41'30"_EAST, 248.48 FEET; THENCE SOUTH 28 DEG. 03'22" EAST, 257.88.FEET;.THENCE SOUTH 37 DEG. 57' 17" EAST, 242.10 FEET; THENCE SOUTH 09 DEG. 47' 17', EAST, 270.85 FEET TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF SAID SECTION 33 AND THE END OF SAID LINE. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER AISTRIP OF LAND 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS THE NORTH LINE OF,THE SOUTH 2100 FEET OF SECTION 33, TOWNSHIP 21 NORTH, RANGE 4 EAST,. M.D.B. & M., LYING WESTERLY OF THE OROVILLE-CHEROKEE ROAD AS THE SAME EXISTED ON MARCH .30, 1950 AND EASTERLY OF THE EASTERLY LINE OF THE ABOVE DESCRIBED PROPERTY. Dated: 07/06/2007 O�i �r(�<`4>«;.ir j` -*V �.iri:•�f#:i ;�'t�:i i.."i�..,.!y K )' T. z, a U 1.1 � iotq '.~fir 140 TWO-! i;•'i i ��r; t ��3�� w Tpt.,. "s'I :ext �'f:Rd,�-� 7'^ •r:'r -, , ,,�,•. tL ��i .7�s; V:.. eS "J C: i ►�'w�.3' i ,iA' i r •ti, c •, ~.� A 94r' i1� Y".({•/ h. a T r 1;'r yr r IO r. .w['j��+.tet 3t pi�i 'Ri. ��f.t..�i'�'i 4��.,5.f ( :i •'. a .. '� 7�t `'i •J ii tf ` ,f UC %� r •i .) 34'1.,.:¢ , ee H �1 { t r��: .}'._i� i.i. •.��: ,:+ t ! .:, r•# a- t S '".fl�i'; s ; �,* f t 9 :t 3.�4 ,4>< : '.?' ' •# ' :t i4 t3=l:� .?.�, :.�;; i .:, �twT i,)�fi ;.! i Pi ^f!' 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'�)�." .`"4{M.�.� >ii�(a�'�iJ t.i w. •�'7 t-`•• ,ry L r �,h e•, �.•e Y.•1 �i �". ^� 40 "I Y,Jrt�t"t i�*�•'.�+ :,,i7i 1 v : s ..0«ti C ��e�.0 `o "1Fti11's; TjV.T 116tiY 17 i::•3:ti-a o �� r 4.,. ;r •'. Z3�•? C + 41,E w-" 'r> 3 g CS %. t' •8 r• i. V ' i } T ?�. ,tai � e>� m.ti 14 !�::•'71.•��/'.. +L�s,tJ` �•i •1 > t :i.'l`! ..4 s.=a��3 . 'i..;.if•? a«;•�•.�:� .•3i`a �Pir'.' .,i4 . "i D:i3A 7?3? tKi : : "ii e INT its 9:'i�_(f ` >'" �.. i, ;' � D e7S "'Pf � ? S-1' 1. : T ,7 17-1 4. T=;�' �+ y� %i''� : f� Jc Aiir:. : { _t ' i�.:;�t ,i'4.4�.. .•'Si _ , , ) t_�Jl: �'C J1t�i �..i�!�i �:y. jr, e.21 .i".a.�.:.t�'�Z�r,?�i , i 4 ir"O A3 ,S`i't FiOM i:� zIJ,J`c'.+F ;?J1 •\`L'w40 I o OAA 4 e✓r �'i'�:i� � ii:91i;....'e,,,'.�`v, V-00e='ef.3:'7TL.F 31i'l ID �l ,�.;;; • :�� i Z t`" A.P.N:: 041-480-022-000 Grant Deed - continued File.No.:0403-2801647 (CB) Date: 07/06/2007 STATE OF �� . V1 )SS COUNTY OF 1`';ct w ) On JIA I t. 0 -LDO beforeme, Oma Notary Publi ,personally ap C 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 authorized capacity(ies) and that by his/her/their signature(s) on the instrument the persons) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal.: TOSHA M. RYMEL Comis�on # 1467649 m Notary PubIlc - Ca ifomla � n Butte County Sig , I My Comm DpIresMay4,2008 17A Expires: Notary Name: Notary Registration Number: This area for oflfcra/ notarial seal' Notary Phone:' County of Principal Place. of Business: Department of Development Services. Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2.140 FAX SPECIAL INSPECTION NOTE For Building Permit # BP eO7-Z10 , Assessor's Parcel # 01 0,92— Special 22 Special Inspections — California Building Code section 1701: In addition to the inspections required by Section 108, the owner or engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his or her knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him or her, so inspections must alsabe made by the Butte County Building Division. 5. Any change in special inspection firms made after permit issuance shall be approved by the . Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: ❑ Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). ❑ Structural Masonry Nd High Strength Bolting ❑ Welding ❑ Bolts Installed in Concrete ❑ Other: Name of Special Inspection Company: 5 2006-0054142 RECORDING REQUESTED BY: I Recorded I REC FEE 10.00 Official Ryecords I Coun4 f CONFORMED COPY 1.00 CANDACE J. GRUBBS I County Clerk—Recorderl I ABG AND WHEN RECORDED MAIL TO: 09:01AM 16Oct-6 I Page 1 of 2 BUTTE COUNTY BUILDING DIVISION IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION .SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. BEVERLY BOSS REAL PROPERTY OWNER/LESSOR 61 ZONALEA LN. MAILING ADDRESS CHEROKEE BUTTE CA '95965 CITY . COUNTY STATE ZIP 3327 LOS RANCHOS RD. MODEL NAMFJNUMBER INSTALLATION MAILING _ADDRESS, IF DIFFERENT 60'X 14' CHEROKEE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-2366 530 538-7541 �PIT TELEPHONE NUMBER A6`%3 SIG AT LOCAG CY OFFICIAL DATE NON DEALER N if not a dealer sale, write "NONE") NONE DEALER LICENSE NO SKYLINE HOMES 1987 KLW 1420 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMFJNUMBER 14700485W 60'X 14' CAL344058 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAfLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 041-480-022 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. ,s Order No. 00224655-001 EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: ALL THAT PORTION OF SECTION 33, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., LYING WITHIN THE BOUNDARIES OF THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 33, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE NORTH 89° 36'59" EAST, ALONG THE SOUTH BOUNDARY OF SECTION 33, 63.72 FEET; THENCE NORTH 14° 38' WEST, 153.83 FEET; THENCE NORTH 160 59' WEST, 61.71 FEET; THENCE NORTH 16° 38' EAST, 44.31 FEET; THENCE NORTH 160 57' EAST, 88.59 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, NORTH 08° 16' WEST, 92.44 FEET; THENCE NORTH 81° 33' WEST,101.83 FEET; THENCE NORTH 02° 12' WEST, 78.69 FEET; THENCE NORTH 69° 1811711 WEST, 633.12 FEET; THENCE SOUTH 040 07' 13" EAST, 419.81 FEET TO A POINT THAT BEARS SOUTH 89° 09' 52" WEST, FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 89° 09'52" EAST, 679.21 FEET TO THE TRUE POINT OF BEGINNING. AP NO. 041-480-022 PARCEL II: RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF THE SOUTH 2100 FEET OF SECTION 33, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., WHERE IT INTERSECTS THE CENTERLINE OF OROVILLE CONCOW ROAD; THENCE FROM SAID POINT OF BEGINNING WEST, ALONG THE NORTH BOUNDARY LINE OF THE SOUTH 2100 FEET OF SAID SECTION 33 TO A POINT ON THE EAST LINE OF THE LAND DESCRIBED IN DEED TO J. W. RADIL, RECORDED JANUARY 4, 1966, IN BOOK 1407 OF BUTTE COUNTY OFFICIAL RECORDS AT PAGE 418; THENCE SOUTH 08° 3910511 EAST, 99.15 FEET; THENCE SOUTH 60° 0914011 WEST, 454.20 FEET; THENCE NORTH 76° 3112011 WEST, 201.79 FEET; THENC64,011TH 260 11'45" WEST, 274.32 FEET; THENCE NORTH 46° 5910211 WEST, 110.33 FEET; THENCE SOUTH 05° 22' 38" WEST, 193.72 FEET; THENCE SOUTH 24° 1913311 WEST, 222.24 FEET; THENCE SOUTH 05° 53'33" WEST, 336.76; THENCE SOUTH 40° 41103" WEST, 203.26 FEET; THENCE SOUTH 03° 28' 08" WEST, 363.04 FEET; THENCE SOUTH 300 4130" EAST, 248.48 FEET; THENCE SOUTH 28° 03' 22" EAST, 257.88 FEET; THENCE SOUTH 37° 57' 17" EAST, 242.10 FEET; THENCE SOUTH 09° 47'17" EAST, 270.85 FEET; TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF SAID SECTION 33, AND THE END OF SAID LINE. „ 0 NOTES RESIDENTIAL ( 9 PERMIT NO. 041-480-022 ° To G,/G j j,/ BAS, BEVERLY 05-2366 ` �" OS RANCHOS RD, CHEROKEE Cont: OWNER M/H PERM FND (NEW) ; OFFICE COPY i Address �. GAS Meter By Date ELECTRIC Meter By Dat / G�Y .4 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ' USE PERMIT CONDITIONS 4 SUB -STANDARD HOUSING LETTER CIA SAL- 34059 JOB FINALED (Date) ' Signature �c �fef ds J=OK o - Not aK NotApprimble MOBILE HOMES . = Not Read} • `' Date, _' MOMLE HOME UTILITIES (Plans) OK except 0's 1. Zoning Requirements -Setbacks -Easements 2. Solis; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water Location -Test -Easement Needed (Sketch) -5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas•.Locatiort=Test-Wrap;4- -P' L'fL /• r Nat or/ PLW /'LPG 7. Well Clearance & Disconnect i 8. Utility Clearance' - Date Card B-1 Date + . Card B-1 Date Card B- Date , - , Card B-1 Date MOB OME INSTALLATION (Plans) OK except It's Z Requirements -Setbacks -Easements Footings; Size -Spacing -Manage Line 1 3. Gas• MH Test-Detnand-Valve-Connector ) 10, 1 4 ectricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 1 6. Water, MH Test-Regulator-Connectot I 1 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. G4gAmTElectricity Tagged 9-1'rie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch I 11. Cert. of Occupancy Date) _d4 tT Card B -1=4P, Date Card B-1 i Datd ;Card B-1� } Date: - Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size Spacing -Marriage Une , _ 3. Blocking 4. Gas-, MH TesVDemand-Valve S. -Electricity; MH Test _-: 6. Water, MH Test 7. Water and Sewer Connected 8. -Gas and Electricity Tagged Ucense Decals - -_ 11. Verify 8's with Office Date Card 8-1 'Date Card B-1 Date _ _ -Card B-1 _ Date _ Card B-1 _ I MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Vs 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts -Beams -Mrs -Connectors Shthg-Frg-Bracing 5.• Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6: Carports; Windows -Doors '7. Electric 8. Frmg.; S!Us-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing - 11. UL; steps -Doors -Landings 12. Braced Wall Panels :7 ' Date Card B-1 Date - : Cana B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except 9's -' ' 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Uning 4. Elec.; Receptacles and Lighting, Distarce-GFI 5. Elec.; Pod Ughting; 15 Volts-GFI . 6. Elec.; Enclosures; Conduit Entries Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8.'E3&-; Grounding; Equip. w/5',C-uculating Equip.' -Pool Lghtg. Boxes=Enclosures-Panelboards-Ins. to Main Conduit T, Health Department Approval • 10.. Plumb.; Cir. Test -Water Supply Test ' 11. _tight Niche - _ 12. -Enclosure; Fencing -Alarms Date Card B-1 Date Card -B-1 Date -Card B-1 _ Date _ _ Card B-1 I = OK = Not OK = Not AppfimWe = NO Ready RESIDENTIAL (Single & Duplex) . Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ . /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd. / /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Fig. Depth S. Stemwalls, Main; Steel-Blockouts,Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall-FMing-Test-2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date . Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nal Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'Date ELECTRICAL (Permit).OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water _ 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al Insulited Neutral ❑ Yes O No Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purfin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdnn. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding-Nairing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; NarTing-Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation-Walls-Celings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date 32. Service -Riser Conductors & Ground Main Disconnect Date 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes.Closet Light -Shower Vght-Spa Light 35. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform If Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purfin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdnn. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding-Nairing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; NarTing-Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation-Walls-Celings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card 14-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanet, Breaker Sizes & labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Dec. Outlets at Wood Panel, Int & Ext- act73. 73.Kit Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. WV. HV.; Vents -Clearance -Comb. Air Connector-P.R.V. . in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Medi. Equip: Listed for Location 79. Elec. Receptacles in Garage (F.FI.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor • 0 Yes 83. Following InAWDrive O Yes O No/Walks O Yes O No/Plarders O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fueplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA o (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. ryas 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 s, -qp,,rDprleted.--l.f=.y,ou:have�any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. A—Ctar a C/PN Uctut Ccl) H bti� t.n —A 41. z -g Date lo-13-n(o Inspector U T4, REV 4/05 Phone# 539 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Date REV 4/05 I Inspector Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 F. Gy ti N, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541. CORRECTION NOTICE —Z3 (D(.e W, OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at .;-14 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, �ple cntact the Building Inspector as indicated below. t A C' r A, 6w i GC. 1. 45, �fi Date REV 4/05 I Inspector Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 F. Gy ti N, BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: '(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their /V sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: 0.::.-14--0Jcaner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy ❑ 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: PERMIT NO. BP052366 Issued Date: 10/14/2005 APN: 041-480-022-000 Site Address: 3327 LOS RANCHOS RD ORO Map Index: Description: MH PERM FND, NEW SITE(840) Owner: BOSS, BEVERLY 61 ZONALEA LN CHEROKEE, CA 95965 (530) 693-2677 Applicant: BOSS, BEVERLY 61 ZONALEA LN CHEROKEE, CA 95965 (530) 693-2677 Contractor: License #: Architect: Engineer: Total Square Ft: Valuation: Census Code: 840 S.F. $54,600.00 �I�I0111 ,. X0-13-05 Applicant: 1, f .99 WARNING: Failure to secure workers' compensation coverage is 1 �� l unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of -compensation., damages as provided for in Section 3706 of the Laborq -9 o� code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated bove for which fees have been paid. performance of the work for which this -permit is issued (Sec 3097 Civ.) Name: By: Date: PERMIT EXPIRES ON: 10-11-0(D_ Address: Date ❑I 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 & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Signature: Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor R r. R -Ir inn wormit 01-1h-04 00 1 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: f /�SS �LLr� L ASSESSOR PAR EL NUMBER C/l Proposed Building Use:Nl--.VV A4N� Permit Technician: �L Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. `Site plans, 3 or 4 sets, signed by the preparer of the plans. D 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! - - ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. O _ 1 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. N 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these ❑ 10. \ ❑ 11. 0 12 �7 /4 13. ❑ 14. Flood Elevation Certificate, Letter of intent for non-resii Hazardous Material Fo�M Other and signed, in duplicate. cation without required clearances. t -)t r- 4,t %�, _. R'emainin Items needed to issue the permit. (May, require additional plan review upon receipt of the following items.) 'o 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ _Fire Sprinklers............................................................................................ .1211 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... \ ❑ 1R, Erosion Control Plan Required........................................................................ �❑ p� OVFees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs ................. California Department of Forestry plan approval Sent by a � 0 �4` Planning approval for (A) UseO-(B)Parking: (C) Parcel Check:..'......... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... 0I�f 29. Worker's Compensation Carrier and Policy Number .......................................... �J N 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violatio s and/or expired permits......................................................... ❑ D estriction............. . ..... ....... ............................................................. I� Sal description, M.H. Title, title search, registration or MCO ......................... lC1Li� Other: ����C>&zzr*) P/2-oo�0-F 6rva/V ❑ Other: 7 When issued Telephone _ �� -S-0G 7 / and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. q� 7 Applicant: Date: 1. Index permit application f s u Plan Check Letter ' 2. Additional items re e S �w� Contractor, designe o ner was a ' of the _i&i^eone, ❑ mail, ' ❑ counter, by Date: 70 Contractor, designer, o er, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: I Date: o Plans approved by: Date:�I �S 'Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE ONLY Plot Pian Attached r Met Man Attached sent to S.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance &_54� / — /,?o - 0 Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for ­' dwelling. Other / _6,16 .�Ze t -,Z -,L— C� Hold final for: Final clearance O.K. for: - NOTE: I jZ-, Environmental Health SWcialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES c Website: www.buttecounty.net/dds OWNER S A. P. # D7 PROPROSED BUILDING USE /" L—W PW 14 1 NL --W • .DATE `' RECEIPT # DATE REC. UILDING PERMIT FEES' a -- Balance Due ..................... $�� --- FEMA Flood elevation review... $ dditional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Cercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RE REATION DISTRICT FEES /`�� �O/V aid at Recreation District Office) (form available after Plan heck) t"I5. RESIDENTIAL DEVELOPMENT IMPACT FEE S COUNTY WIDE (per dwelling) $ Y Z 11 CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ 06. SRA SrRA CHICO SPECIFIC PLAN (per dwelling) Zoning $ IRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) _ 7. WA19&TENDER FEES BATTALION # 0.00 (paid at Building Division) — S -1V4 q�0111 SMIP '-- 9. DRAINAGE 10. OTHER 11. OTHER At 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 I Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) .J 1' oc�c2 t"C'�r`s'....�ir ....._+��.Gh_..v Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your -signature. Please complete and return this information at your earliest opportunity.to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. —tel. —2. 3. I personally plan to provide the major labor and material for construction of this proposed property improvement: 'YES C)Q NO [ ]. I HAVE><HAVE NOT [ ] signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: ROPERTY OWNER DATE: q-,;2-05 NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Butte County Department of Develop7aent Services ADMI141STRATION ° BUILDING' GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and othbr costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner-bui)dee' building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 'X MicVael C. Vieir+ C.B.O. Mmlager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Butte-CountyDepartment of-Developnici2t �Servlces o �vzr�o 7 County Center Drive o do ' ` "-o broville, CA 95965 o _ o o ocOUN�y (530) 538-7601 Telephone 530 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT. REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit 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: 9 I need to submit applications for septic and/or well to Butte County Environmental Health immediately. e I ant required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. e 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: D&_V 'rl U f2OfS �6 Building site address: APN: ©qj_ q 2O'©2r2 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: L4� -0,5 SIGNATURE OF PPLICANT DATE v Copy to Applicant/EH/File K:Forms/BldgPermitwithoutCleaances 020705 CDF FIRE SAFE REQUIREMENTS AP# 041-480-022 PERMIT # 05-2366 NAME: Boss . t•• ' ',- 4 , - . Unde'r-authdrity of Public Resources Code Sec. 4290, the following checked]tems are required by the- Butte Countj, Fire Department and made apart of this permit. These requirements are i, minimums and may be superseded by Butte County local regulations, which. "equal or exceed these standards. Butte County Building Inspectors` will make compliance inspections:' Driveway Standards [X] Surface. I All driveway surfaces and 'structures (bridges; culverts and other appurtenant structures which supplement the roadway bed or,shoulders) shall . provided unobstructed access to conventional drive .vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius pq 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 60 -100 -feet radius; 2 feet to those from 100-200 feet. Sdid . •. [X] 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 radius. pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. pq ` TumoutsA- Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. pq Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. pq Tumouts.'Driveways exceeding 150 feet in length, but less than •800 feet in length,. shall provide a turnout near the midpoint of the.driveway. Wherea, driveway exceeds 800 feet,,tumo'uts shall be provided no more than 400 feet apart. Gates pq 1. Gate entrances shall be at least two feet wider than, the roadway they serve. 2.: The, gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing, traffic on the roadway: 3. Where a one-way • road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. Setback for Structure Defensible Space [X] Maintenance of Defensible Space. 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 in these standards, annual maintenance must be provided for by the landowner. [X] 1 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. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. Pq Disposal of Vegetation and Fuels: Disposal, including. chipping, burying, -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. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet= ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D v Glass area not to exceed 10% of wall area toward property line with insufficient setback o Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [] 10/04/2005 Darren Read Date Signature C D F is I R EI E' Q U I R.� E M E N T p SKXLIjA Kr�oilwoo� SeY, j 1 H .7 o= 0�g5 -,W X Co 0 2% 2"x 3/16" STEEL ANGLE DETAf L "A" CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIP.ED 1/4' GRIPPER BASE 1/2-ISUNC-A307 x 4" BOLT WITH MUTS (4) REQUIR_0 01 1/2" SCH 40 PIPE -RISER WITh: o 01/2" ADJUSTER HOLES AV0 3/8` THICK TOP PLATE 6 02' SCH 40 PIPE STAND WITH TWCr 01/2" ADJUSTER HOLES A13ESCO ABS PAD #503 � SF£EL FPAME SEE DETAIL "A"i. 3/8" CAD PLA -ED BOLT, NUT & WASHER COUNTER BORED FLUSH WITH 30TTOM AT 8" D.C. (8) REQUIRED I/4" STAND BASE ��- ASESCO ABS PAD #503 36' MAX TO BOTTOM OF PAD r ID1/2"x 3" C.R_ LOCK PIN WITH 01/8" BRIDGE PIN � tom:• COACH "C" FRAWE 2' CHANNEL 1/4"x1-1/4"- TEK STS (2) REQUIRED 1/4." GRIFPER BASE 1/2' A307 BOLT (2) REQUIRED 3/8'x S'x G" STEEL PLATE 1/2" A3137 BOLT (2) REQUIRED 10.OD 10.00 o� 09/16 HOLE (TYP) STAND BASE TO P W Ew 17918 Cxp w �J► �� Y %L OF C TUF--1 PERMANENT FOUNDATION SYSTEM AHRSCO OUs GUARD COMPANY - 5851 FLORIN - PERKINS ROAD SACRAMENTO, CA 95923 PH: (800) 382-8831 FAX: (916) 383-5207 1/4" GRIPPER PLATE COACH "J" FRAME 1/4")-1-1/4" TEK STS (4) REQUIRED 1/4' GRIPPER BASE 1/2' A307 BOLT (4) REQUIRED C—BEAM J—BEAW ATTACHMENT ATTACHM=NT $ ¢ 8" 1/2'° DIA. HOLE (8) PLACES STEEL FRAME TOF VIEW S TA"IrAm -� •_ . �AL1t>R�p >f8C>I>�il11>161 ft"aT VQ oaAl 111CAf ,:: Jlas�,o'r�.��r�ttit'a�o�dF,Arr+Re�vau+� li�A1 >ftll![fAWSAT® WAYNE 7. POLVAOQ, PE—LISTING NO- F94249 SHEET 1 0l 3 P J Z D n >a GENERAL NOTES GUS GUARD TUF-1 DESIGN LOADS: LIVE LOAD - 30 LB, FLOOR LEVE LOAD - 40 PSF NINO LOAD - 80 MPH EXPOSURE "C" SEISMIC ZONE "4" * SNOW LOAD 100 PSF (SEE NOTE 1115) 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CCNSTRUCTED ON A FA RLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 3. CHASSIS SEAN SUPPOPTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE "MOBILE HOME INSTALLATION INSTRUCTIONS". z, IN AREAS INHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME SHALL BE READJUSTED WHEN OS EXCEEE•S 1/4, OR+ WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. 5. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL FOOTINGS ARE DESIGNED FOR 1,000 PSF TOTAL LOAD SOIL PRESSURE, ANO SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS, E. STRUCTURAL STEEL- FABRICATED ACCORDING TO A1SC SPECIFICATION. WELD ACCORDING TO ASIS SPECFICATIONS. ELECTRODE'S -370 PLATES -ASN A36 BOLTS -SAE GR 5=ASTM A449=ASTM A3725. 7. THE 'CUS GUARD ASSEMBLIES SHOWN ON THIS PAGE SHALL BE LISTED AND LABELED BY BSK AND ASSOCfATES FOR THE FOLLOWING LOADS: AILOWABLR LOAVS• EORTZONTAL VERTICAL GJS GUARD TUF-1 2200,E 60001 GUS GUARD MGP PAD 22001 6000# GUS GUARD E -Z TIE PAD 22001 6000# S. OURfNG PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THAY." MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. S. EyJSTNG COACHES MAf BE RETROFITTED TO RESIST SEISMIC FORCES $Y INSTALLING GUS GUARD TUF-1 LNITS AS SHOWN ON TH[S PAGE OF TYPICAL FOUNDATION 3LANS. 1Q. THE CUS GUARD TUF-I SYSTEMS ARE SAFE FOP, INSTALA71ON IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT OF THREE FEET. 11. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF TUE-1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT. 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. _ (SEE SHEET 13)'!' 13. ALL METAL COMPONENTS ,WD ATTACHMENTS [TENS SHdL RE P80TECTTVE OOATEO. 14, WHEN CONCRETE .SLAB IS IN E(ISTANCE, PAD IS NDT Rf 16. FOUNDATION FLOCKS 16"x 16'x12' POUPEO IN MACE AT GROUND LEVEL WAY BE USEO AT INSTALLERS DISCRETION ALTEPAATTVE TO PADS. SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2' 1IIN. / 8' MAX. £= 2' MIN. IV MAX. S= 6` MIN. /16' MAX. S= 6' MIN_ / 22' MAX. STATE APPROVAL Z nMANLFACTUIR13L3 TTOMEIh[OHff>B Rom FOUNDATION SYSTEW 8 ITBALTRAND SATIsTY OODIk SECT= 2666) / APPROVED QUIREO. ANCHOR STAND TO CONCRETE SLAB WITH U 1= -1 PERMANENT FOUR (4) 1/2"x 3 1/2" EXPANSION ANCHORS. 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVI6zS FOUNDATION SYSTEM ALLOWABLE SNOW LOAD TO 10C PSF WHEN 1NSTALlED ABFSCO-GUS GUARD C04PANY WITH EXISTING STANDARDS REQUIRED BY COACH 5851 FLORIN - PEPKD4S ROAD MANUFACTURER OR REPLACE THEN ON A ONE TO ONE BASIS. SACRAMRM. CA 95823 8UBJBCt 77D COERBCrUW NOT= APFIIOVAL DOES NOT'AMBOR= OR APMMR AXr OMISSIONS OR DEVIATION FROM R> iinti<NCi APPLICABLE STA71 LAWS AND MAGW_"X" Bente ofCaliiFmis of Aoa>isE sod God CODES AND =TA3MARM/ /_ _ L1� SPA NO. TV 667 TJ is Plan ADmwsl Emir.= WAYNE T. POLVADO, PE—LISTING NO. F94249 'SHEET 2 of 3 VARIES 10'-70' (SEE TABLE ON SHEET #3) -' E S S -I-S wj-r E PI ❑ ❑ Iq RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER (TYPICAL)F 1- E ❑ a ❑-T ❑ ❑ El ❑ a 8' NOM. ❑ ❑ 2NOM. PADS IN ANY PAIR MAY BE STANDARD M.H. FOUNDATION ROTATED 90 DECREES OR PIERS AS RECOMMENDED BY PUC SERIES OFFSET TO OTHER SIDE TO THE MANUFACTURER OP. THE SUPPRT AVOID CLEARANCE PROS -EMS. ENGINEER. TYPE:AL THROUGHOUT PAD ?TYP) STATE APPROVAL Z nMANLFACTUIR13L3 TTOMEIh[OHff>B Rom FOUNDATION SYSTEW 8 ITBALTRAND SATIsTY OODIk SECT= 2666) / APPROVED QUIREO. ANCHOR STAND TO CONCRETE SLAB WITH U 1= -1 PERMANENT FOUR (4) 1/2"x 3 1/2" EXPANSION ANCHORS. 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVI6zS FOUNDATION SYSTEM ALLOWABLE SNOW LOAD TO 10C PSF WHEN 1NSTALlED ABFSCO-GUS GUARD C04PANY WITH EXISTING STANDARDS REQUIRED BY COACH 5851 FLORIN - PEPKD4S ROAD MANUFACTURER OR REPLACE THEN ON A ONE TO ONE BASIS. SACRAMRM. CA 95823 8UBJBCt 77D COERBCrUW NOT= APFIIOVAL DOES NOT'AMBOR= OR APMMR AXr OMISSIONS OR DEVIATION FROM R> iinti<NCi APPLICABLE STA71 LAWS AND MAGW_"X" Bente ofCaliiFmis of Aoa>isE sod God CODES AND =TA3MARM/ /_ _ L1� SPA NO. TV 667 TJ is Plan ADmwsl Emir.= WAYNE T. POLVADO, PE—LISTING NO. F94249 'SHEET 2 of 3 m m i kA 1 I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District o LCA /N ! Building Department No. �;PQ A.P. NumberO`f�v �61?— ` Jurisdiction: City County Property Owner /'rR,0* Property Location/Address Subdivision Lot No. Residential Development � � OeHome Q Q Sq. Footage No Living MoAddition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) r ........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Building 0 0 New Addition District Identification No. 06008 bc t>y I' I I \AY1 n �Ai r 1'N School District certifies that 2 ten A � -a-e h J� 4 +r Sq. Footage Date (Applicant) (Including Exterior Roofed Areas) (Street Address)(Phone Number) (City) (State) (Zip Code) I has complied with the requirements of Resolution No. /D15 A y by payment of $ /,55 0 representing SH y square feet. School District Paid by Check # Remarks: B 2926 $ ULL MITIGATION = ) 0 1 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. 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 riviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate Its Impact on the school distrlcrs schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (3M5)dtnm N BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 5 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) !� L��� 7 ���d 2� Building Permit Number F2" l' v �2 Property Owner (s) P::�Ss . Project Location /Address Subdivision Name New Development Assessable Sq. Ftge Type of Residential Development (check one) Alteration/Addition(s) _ Mobile home _ Demo Permit (date issued Comments: Single Family -Detached Non -Residential to Residential Mobile home replacement Single Family -Attached Multi -Family Dwelling v _ erif�by Assessor Department C/vnfie ed by Building Department 0 FRRPD ❑ CARD 0 PRPD 0 DRPD certifies that: Name ailing Address Phone Number City Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of., Dwelling Units @ $ Square Feet @ $ Remarks: Paid by Check No: Paid by Cash: Recreation and Park District Representative per unit for a total of $ I� b per sq foot for a total of $ Receipt No: 1 �-o�0 rnDNAcN.•., L6_ ",-1-1 fnrrn rev I Am • 1 • 2005-0059626 RI•:(:ORDINC REQUESTED BY Recorded I REE FEE 11140 P*' ~ Bidwell Title & Escrow Company Official Records 11111 9158 Coultty of I 1 111 PM 111.81! 1 Bette I AND WHEN RECORDED MAll. TO DIM L ffim I County Clerk-Recordari �•�• Beverly Batix I Sim" 4885 Zlnfandel Dr. I yS mr,... 8�:83pp 318 -Sep -M 1 Page 1 of Z Zmr,..�.�. Chico, CA 9"28 O„ r.rNe. 00223684-001 SPACE ABOVE THIS t.INF FOR RECORDER'S IISF Parnzl \'o. 041-4110=021-1 GRANT DEED T111.1 FORM FURNISHED BY Hll)WL•I.L'CITLIi X rSCROW COMPANY 11ic Undrnigned Grantor(a) I)oolang1j) Documentary Transfer Tax is $93. `o ❑ City/Town of ✓ computed on full value of inwrest or property conveyed, or ✓ Unincorporated Arra ❑ full value hss value of liens or encumbrances remaining ut the time of salt ❑ Monumcnt Fcc of S 10.00 I'OR A VALUABLE CONSIDERATION, receipt orwhich is herebyacknowicdgcd, Joel E. Davisson and Wendy R. Davisson, husband and wife hereby GRANT(s) to Beverly Bose,.An Unmarried woman the following real property in the ❑ City of we Unincorporated Arra C'ounly of Butte, State of California: SEE EXHIBIT A ATTACHED HERETO AN'D MADE A PART HEREOF i Joe ilF, Davisson Ducunent Dutc: September 16 2005 State o7or ' ,County �� _ r 2Ci FSI S� } SS. On G , lxfon mc,lhc undersigned, a Notary Public in and for said County and State. personally appeared Joel E. Davisson and Wend R. Davisson Personally known to ne (or proved to me on the basis of satisfactory evidence) to be the persons) iehose name(s) is/are subscribed to the within instrument and acknowledged to me that he/shchhey executed clic sane in his/herhheir authoriicd cupucity(ics), and that by hisihcifteir signutureys) on the instrument the person(s)• or the entity upon behalf of which the person(s) acted, ext ted the instrument. WITNESS my hand and official seal. !�7 Signature kion ka GI I'r lanli, - Ul�b l t G FOR NO'T'ARY SEAL OR STAMP SEAL Atin %WFa1wWAINM Ib Cars. !I-tz MAIL TAX STATEMENTS TO: Sarno as AbM STEVOnANMEE0 ,�; • Order No. 00223684-00) EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: BEING A PORTION OF SECTION 33, TOWNSHIP 21 NORTH, RANCE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH QUARTER CORNER OF SECTION 33, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE NORTH 89° 36'59" EAST, ALONG THE SOUTH BOUNDARY LINE OF SAID SECTION 33, 63.72 FEET; THENCE NORTH 14° 38' WEST, 153.83 FEET; THENCE NORTH 16° 59' WEST, 61.71 FEET; THENCE NORTH 160 38' EAST, 44.31 FEET; THENCE NORTH 160 57' EAST, 88.59 FEET; THENCE SOUTH 890 09' 52" WEST, 679.21 FEET; "THENCE SOUTH 040 07' 13" EAST, 330.0 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 33; THENCE NORTH 890 36159" EAST, ALONG THE SOUTH BOUNDARY LINE OF SAID SECTION 33, 610.00 FEET TO THE POINT OF BEGINNING. AP NO. 041-480-021 PARCEL II: RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF THE SOUTH 2100 FEET OF SECTION 33, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., WHERE IT INTERSECTS THE CENTERLINE OF OROVILLE CONCOW ROAD; THENCE FROM SAID POINT OF BEGINNING WEST, ALONG THE NORTH BOUNDARY LINE OF THE SOUTH 2100 FEET OF SAID SECTION 33 TO A POINT ON THE EAST LINE OF THE LAND DESCRIBED IN DEED TO J. W. RADIL, RECORDED JANUARY 4, 1966, IN BOOK 1407 OF BUTTE COUNTY OFFICIAL RECORDS AT PAGE 418; THENCE SOUTH 08° 39105" EAST, 99.15 FEET; THENCE SOUTH 60° 09140" WEST, 454.20 FEET; THENCE NORTH 76° 31'20" WEST, 201.79 FEET; THENCE NORTH 26° 11145" WEST, 274.32 FEET; THENCE NORTH 46° 59102" WEST, 110.33 FEET; THENCE SOUTH 05° 22' 38" WEST, 193.72 FEET; THENCE SOUTH 24° 19'33" WEST, 222.24 FEET; THENCE SOUTH 05° 53'33" WEST, 336.76; THENCE SOUTH 40° 41'03" WEST, 203.26 FEET; THENCE SOUTH 07 28' 08" NEST, 363.04 FEET; THENCE SOUTH 300 41'30" EAST, 248.48 FEET; THENCE SOUTH 28° 03122" EAST, 257.88 FEET; THENCE SOUTH 370 57' 17" EAST, 242.10 FEET; THENCE SOUTH 090 47' 17" EAST, 270.85 FEET; TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF SAID SECTION 33, AND THE END OF SAID LINE. L 31> CD U) Lo cm coo I3 Cb CD L Cb R::) ca LO CD -7 CD CD Ca CD 'Q 7L (30 Cb r%3 7L Q CD CD --m 7— Lo L) CD C) m C— C) m r m RID m v �I all co 7 Plo Name IDAVISSON JOEL E & WENDY R Addrl 1123ZONALEA LN Addr2 OROVILLE CA 95965 Addr3 Addr4 Cwnents 14148002100 CONVERTED 09108/88 CreatigDoc#1197581961125 DateF Current Doc# 1995814424 Date F05103 1995 King Doc# �— Date I— Asmt Desel SEC 33 T21 N R4E Suplcnt o ZoringrU — pwef�— Acres/Sq Ft FG— N/C 041 Ascot # Fee # 1041-480-021-000 Status ACTIVE Status Date F— Tax 000 INORMAL OWNERSHIP TRA 110-000 Situs LOS RANCHOS RD OROVILLE Base Dt F— r Tiriber I r AgPres r Etal r Bonds r Mum Situs r Flagl r Fiag2 r 910 MH r Ascot PP Pen r Tax PP Pen r Appeal Peril r Split Pmkg g Grow'vg Total LIJ Fix RF MH PP 18,072 0 0 0 18,072 0 0 0 0 Net jg FVC#F— T1R DtF R/C StatF— ATT &.3 Frndtil I sa, 0725 f 2Q01 3:27:21 PM .. . J SITE PLAN REVIEW APPLICATION Date: a-�0 AP# (% ` `?*0 6`;Z,— Permit Number (if applicable) jQ o�366 Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Parcel Size: !gig 3-.2�77 -A Ll Residential W New Single Family Residential ❑ Single Family Addition ❑ 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 ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 9 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 0 Site Plan Stamped Approved' By Date- a5' Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required). SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: x • Flood Panel No.: (95 75 Index Date: (e ❑ 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 (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit _ ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: u Applicable Building Setbacks: ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �© � Side 5—t 3,o , Side Street �U , Rear 3 () r Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit, Parcel Created By LE Date of Creation: 1 j /27/70 Deed of Reference: (J,s7 )yqJ a-44ol , Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deedre, � Comments: ataCL& �L qt Legal Access Provided: ❑ No Yes Legal Access Required ❑ No Yes ❑ No' Yes, Road Name: 61 eexS5 90 :❑ No I Yes R 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 ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4 of 5 WJ 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:ALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 6P1 74�r/ .. �. .� .. G4,41, Na.. Theo 'ore V. No; ' • w COUAII' RECORDEn P. 0. Box 8^7 fEE� "/"••^ Yelton. California 9j018 �1i� 'C', I.� 1 V _ sLl. J :�e•' -SPACC A60V6'THIS LINE FOR RECOROER's Us3t-- 11111 t1. 11111.1.1110 .;'XY1r: QIlT If�NH[/ 111 i.�r..r-+ ���•••'���••�"" Same as abovemac' Cornnco ON rat v/tur or non.n co►I1+t110, St sat 1..1111 ro•wro u+ not v.su[ tilt Cots .. - r -. dy� 'fi�' '" ^�`F• S arcVlNWlw .tYA1NfM0 Ar 11Y( O/ ,Ali.. it AX Q,s..•11w. .1 111•M,1 w 1.•• '11..1'x. /.1 tum IO 444 CA It "I Joint TenalT ran eek .I TNIS FORM FVnr/IONCO 011 TITLI IN/1111ANC9 AND TrIt1IT COMPANY ' .. L 3 • 'I S �' i�- i.1. .'. :: .t �. �` {dJ iw� � �!}... � ' 9 °� e.:.j. 1?! 3I..• f s Foil A VALUABLE CONSIDERATION..MT11 ! of which Is hereby uknowletfSed, ,"��'*�<ry y a r � GEOnGs n. DUTM and EDXA 8. DUT10110hi• wif• Q,s� r� h 42 s. 1 , S -+ J J. e� !. t , �a1 r o''zF1 Fr+Y 1�"F}`°.'1'•3'r idrd'✓j �l-2. ii }.,'¢G�%iYt i`••� .1 yl 4r J +•c { r ,� .'t` i � � '.•, , .i. i;.�.. •� ,r.>. F �{ r Pt, jrryy2�1 _ 1 I i Sp+,ur ya, l,t'd�� "��;'b�`° I f• - ' b 3 r ,brwi- � 't,z1�.}- � t ` a v-E"ytyq` SF xv D ' °.. . t -�.. �3.:e..M'"9 F"11 .� } J7 I..n+ 1I-.�!•: ,r ir'fq`5'AZ'"e 3� ,.� ? S: j"d`J", c atii F.I•�i'>?"`.,,'ht zy.yjYJ S,k,-Ijt S t I? hercby'CRAza NT(Sl:1;/ e :w� f!• r g c e 1} J and 1`1ARTIUI HOYLE h1 m TNt;ODORt: Y. ItOYLE k d f• s ° +ya�r, r '�1. Iyk•i9,' 3 .. a.F..; ? ,� AS i011T '1'EhAh"fS1 eM1a r�ubRN)SY 5y>t^� fid. d 3 i yf � r a.4• 's t t•-$- v 3t" 1 n I Ille rt111t r0 wri ARM` r z J ; P 1 y wtt ' '.Stats of Calffotnla, deeerilled apt un1 Of)Pqu-.•elv'1,17Y Yt� f3 �4ylr, "ice •'<Zv. (.' • • . 1 :, y 'r 1 •'!�y f l�{0�J.Ir� cii:L,�. S Ti 9 2 rY •4 e'^Q• •R LS 1 t'�yl r 4 4RrJ 2 1}• ! .Ui; .'. 1 . ,.. n•, :: "r �.. .. :r ;-7 J ,.., s .: p.,a1,. r w.. J._.�5-_.. t��.&,....E'�i':4Ri-._r..�::•.:,fi :.�:..:.ecr,.wd!�:w y'�.H�i;ay;All,thiiportion'of rSectiarW33?oktii�hir`21NooxinAndoacribcdarccl fl. &. M 1 , flying �rithinthe boundaries of the f 11 g 1 p ' F L.tr'; rr! . a'•cT..C�y;:i?'y ° J'"l ''fi-ri M�7 Zd'r'F,.."°ip;:..F"v1."t•dt:.t 1`'y '".:�C'`}[G +, r `r+.. '"[a,r z. •=, r+ a t t �' • r t' +' ' 1 J p .. �•BF t 11r''...0, ON ", ym+. %idRU,rrl`t✓'i<�#t 156, ' c - [ 4 t. • ta, i r. Ri�•�i ice° c �. i 4,:y'�t�?4 1 }r iy k xk• 'irr s d[- < kt s F:. 4 A"!$ s 7S n�h�tib3�$ - r y .s.. { 1 ' i .h _i, Y Stns Y°u1.. f's ! it,"'"�CO�S:tCIiCI;�Gat tha`'South`quarto.,[carnor of 1Saction`33;Toiinahip 21 .aiorth, s, aY: it Q 4'rast "' 14a `D.4�11:"h..tt;; :?henna ;iortfi 89�'r3�!� 59!!� Ea at (along ti L� ,. �. y the South baundnry_ofz;aaid:'$t2ctiori'33, 63.72:feet; thence:,North.14° 1, 1; ttt`r tya ..38';;1.1ost, 153.83 feet ;thoncn;'tiorth`'.1G�.59! .61oat; G1..71::fcet; thenco ,�4 1 ,North .1G0 ,38! East;; 44.31:,feot; tha 'co, Nor:h 1G�:57!.. East,' 88'.59, feet to.;tha true, point,, of,, beginning; for; the rnrcol Eof : iand heroin des- ;r cribed ,thence,from.'said true-point'"'of beginning' -North 000 14' West, N'h x;92.4/► fact; ;thenco North.. 010,,, 33 1 Iieat,`;101.83; feat; thenco North _. 02� 12' ;lfest,":74,69-feet;': thoncm aiorth`69 .18!;::17'!Jlest _633.12 feet; "South`040, 071,43" East19.01'fcot to''a point that.bcars'; .... `ti` South 090.•09' .:52".. Nest {! from tha;� truo{ oint. of, beginning; thence,,,'' "North: i�9� 09�,,5K2"i East 679.21�,faat-:t ptho truo''point of beginning. h u..; Yl✓�.>i tF•i9"�:�}Y3,'f'.TF `. Edd`'.. ;r x <'y 1 "-Y fry et 1 s y 7, r TOGr't11ERNITIIa"���gg� i�� ° _ Fxi:; • ems.+ 3 v 8 •r ui `( b h'"' •`�F.tS 1 S IN X4"g�a'wiwe-vxyx�., ;.` • ' 'of way for,,road and public�utility[;purpoact;t ova. a°,strip of land/ i• 4 at 'in width "r lying 30 foot-bfi teach'eido of tha. folloKing dea- �'4 '3t a 9's r+1°a`'riii� tl3 Y�drija3. s9 rr"�. cribed contar.ino: N fr t tii#{ j �4°�pd�wt MIS y�1��r9r,u r I3hCI;1+iI�1G'at;A.}�oint;:on_ the Aort1 l:In64,6f3tho ,Iouth:'2100 at: of G :¢r Section 33,� 1'oirn::hip 21 Naicth "Rnn a �► Enah, 1T. D. r. 11. , r;finr. itit`cis;ectntl�e,cen oo OxovilloconcyS�� L•hc�nco f>•um n said Sr. °bc�innin 11calongG<Ptorf'l t�ouncinry line of the F a 8 x South 2100;:fcct:.or''°`said T.Sectiori433Yto:.e'.Point"611 tho Enut line of L1lQ litticl doncribecl in:.Ded:Ito°J:'11.Rndil;arecnxdcd .Tanunry 4, 19GG, in 7A 13001:'OT.of• Butte'County`Ofticidl�lid corda;;nt page 418; thence 1 South 080 • 39".- 05'! Fast, -x'99.15,- feet;`' thence`°?South GOe.. 091 40" 'cut, 454.'20 feet • . 'thence North :76,.X:'31!: 2011. Wet;t~ 201:79 feat; thence North 2G� 1>' -45��'11cst;=274032.:�fcat;•-r.thet�cc .Borth' 460 59' 02" Went, 110.33 feet; thence South 050 221. 30" Hest, 193.72 fere; thence .South 240 19'.. 33" Nest, 222.24 feet;, thence ,Soutf: 0'.I° 53' 33" llc::t, 336.7()^ feet:; tlii Ince Sg11th 40* 41' 03" West; 703.2' fent:; thence, ,5m0 '030 281 031, Ilett, 363.04 feet; tbance South 30° 111' !;nt1. 17,1 1. .7�." �t�. fr.a•. -1cS'7?" EasL•. 257,.f;1 Cc.c... s=? BE if �c _ o, "a ift'71_i12. 10af ..o f-Rihence"Sout 09"1 7 Er.at`270. E5f6et?ta�On,tioii,t iout1erI7..boUndviylil aid"Samt 0 .3k'ond-ihe�endof.,sald"IinaN !Sea over: a,str p"of..land.60 feet in widthil he'folloving ribid;`ceniierlin;�17111 side 6f.,t* centerline'; g: side_ described; i BEGIMNING f the So'u-Elii--2"i'0,0'fcFtot' Section .33 �`-�Township*. 21 , '-'Voith;',Paiige.-4*;Eait;;14.AD.:jD."-.'-&:� It. intnrsects.the'cent el.tn6'of- Oroville-Concow Road;,the..-- -from, said point of beginning We a i4,f.,.`along. the:: North boindary;line of th161 South. 2100 feet of - said Section- 33 to'a:�'point "on the East line' of the Iand-described ,:in Deed-,to,,J.'jW? Rad il r6 orded: Januaiy 4,19f C s196 at:page"418;, - ence ln',Book,1407 of Butto'Coun*ty'Official"Records, South 080, ' i 39 1 _- :,0511P;.Eas't ;4 ; l9 9 . 15feet;'. t h'cncd S,ou th'. 6 0 a� 09' "40114 W 04eaAsl "*t 454.20 Fceto";tlenc*:North760'31',20!kwest%[ 1%79;fettthhC NO'rth.260 Ill 451- st;274.32jee ;Vthenc.4North�460t59 021kWest,5110.33:feet:?,theneelSouth`050iM,38 west I93.72-fect thence'South'240-191j3311—WestA222.4­fiet"th6n&Q'South'050t- 3"QWeatJK336.76lfeit;yhenca,,South 400-411; 031'west; jZ03.26:feet; thence.. South 030k28li'08"-lesf,�363.04eciethence, South 300 4114 3011,East'"'.248.40 feet-thenco.South 280.0322',4East,�257.88 feet; thcncaSouth 379 57.'17;'East"242.10 feet;'th6ncaSouth 090 47's0 17!1 Eaatv-270085�fiet"to'&'Point ' on the Southerly boundary line of paid -,Section 33.'taind.the'end of -said line. 'AL50 RE.sF.RvlN?G.TITERE'.qR%I'it.riglit purposes over a,strip of land 60 f6`6t in width, lying 30 fee each side of the following described centcrlinoi 0111 CM , 1EMPM I the rt weat corner of.the above described' cc ;DfJand,#-thonc,a South .690" 18 1711 East along the Norther boundary Aino of said'parcel60."1'2.feot to the tr�uolpoj nt beginning for the cantarlino herain'deacribed; thencq• South,6. j t .,,., fent;' tho end of said Pit atorceis D t IN At 'RIFT M. PwVk 1. W dna'S.- D 0 Nw. NOR an 00"Q"sw L Marf ..... ----- Oj m 4 �Muwwr 0.1 -MERMKDAf 2MOm x-;�.IAMR IN UNINCORPORA Alti-TAX STATEMENTS AS DIRECTED ASOVE thonce South 370 57' 17" East, 242.1.0 feet; thence South'090 47' 1.7" Lasts 270.C5 feet to a Point on the Soutborl.y boundary lilut of Laid Section 33, and the,end of said line.,.' RESERVING THF.REFRCM aright'of way for rood and public utility purposes over a strip of land 60 feet.in width, lying 30 feet on each'side of the following described centerline�':x:a.,: .r ' -c. 'S• S ;.-4 �, ,.:iX`;'r:.°;?rrr! ' ..iar. o""�::i`s;; ;} ' a:i,•,•'::'S .'ft, :'ra-? .' Si �1?.':.'.+ .,r'•' t . "! `. .. �?: :. ,,. y;tV.. i}V.''t.: jY ` {f. %.,q "h: -S� ;v ::•rv^i., .• _: y,h.,". ..,. BEGININ at a.point on the North.line.o: the Soutfi 2100 feet of Section 33, :Township`:21 North;' Fange-4 East ',;4r D:: B.'. h H., Ocre it intersects the center:ina;of Oroville-Concow.Road; thence from said point' of beginning .!;cst;`.along .the .,North boundary line of .the South 2100 feet of said Section 33 to:.a`point on the East line of the ..land described in Deed to.J.':W.:Radil;.recorded January,,4;*1966, in Book'1407 of Butte County' Official:. Records ;'at:°page 418;:thence South 080.39' •.05" East •99.15 feet; -thence' South -,600 09' 40" West ° ?�'��'.'454.20� feet; -"thence North 7604-3l1 -i2011-1-,' Went!; :201:79 , feet thence a North 260 ,11' 45",,West; 274.32 feet; `thence` North''�.�i6�r 59' •02" a •�x West .feet;:'.thence.South•050.:22!:-38'!�West %193:72 feet; ' ! Q. -A: thanc6 .'..South '240. 19!,x.33!!: Weat;�" 222.24` feet; :thenca • South. 050. 53' .33"::Nest`;°` 336.76 'feet;'ahence ,`South''40�� kl' 03'!' West"; 203.2e feet; ; i �ncQRS 0 .:!281-481!;,,.,West;` 363.04 'feet;':, thence South 300 til' . 1 rsP.11 248.48.1 '6! ; � thence ;South 28�;. 03' 22!! East; 257.88 feet; ''thence`: South ' 37 0, thence 242.10 feet; .thence .South .09?47' rlttiir}'y'J�,�At=17!! 270.85 -feetto a`point`on thcSoutherly�boundary line'of i w'''; aaid Section r33; ;and thQ' end of °aaid line�,$''s ,la 1�+ yF epi �"rj'�+. tiltyrI 1� �SMA 5'ur ew'sK tiG+vni-.fi'•tfyw.,rw,¢i>ry .•,fit f:, rf, C bits s n''P PK arc st i`Nyy xs+ + JAI. 2 r{ ill ''N,y nr..f:, SAN o ;r+,tE.r � imytyf.. Glx'• ,,,P "•.yt'.i . 1 '.•, ' "r t.; �r x rte` Zits xr:, t x 6 d� ,:,�6.. K1F3• ;R.w Jlh .h -itw:.f:.x.r 4.:. a r. SO. R1rSFRVINC THEREy7tM si�ri ht`of w� for'road and Utilit �.. , S ,-, y. y :, ,rye, r� purposesi`over a';striptof.a.1and 60..feet in.width;°.,lying 30 feet on f ,m vref r :,each aide` of: thl , following .described centerline: ,4 •r i b:Z rtf! r $4 •I' j h ya.7!� yF• lr�..yw"•; P' "' °q K�zf Y 1 44.« '2+,.-r- aglr .I; •m• t I,, y: � i- r i �eN'��' .Xn, 1 Pt sr't3: �fr• ,Q,T' .. t''.n r - . r7 at i•.. + ' ,• +•R,r''�ep: `� ti iY dCS ala F r i' ' f • t �..T - r tE.; _ 'i fyi t xy Coil0;E GING 'nt: the"Northwest corner of the abovQ described parcel of.jand; thance South„.G9P,18'J.17'!, East; along. tho, IJortherly,:;x, :.....,.;.,'"bounda =' in .-•YJ.a.:iv,,$�� ry;a ne of said'`parcel,,60;12., feet to`: the tivo, point of be,,7inn ina'for tho"centerlino:-heroin-described; thence South ' 55 04 .00 .Best; {, 90 feet, .arid �tho" end. of said .•t. .�. 1pt, jl? v'�,. J r j!fY`$l' 1 jl RtP.�.'!S1 27th F3 •i.�'lrl '�,�I.rJIJ. r 1 "rt -j�'s! •fi' . - ... .: ..•n•a:;•.6Sri.•r.I. ,z�..r t...Z ,1:=.a.a� ,.r'�:f«:._... ....c�� O'+�nt4an..,,�.fiv�:lalyb',frle h+a'>n...$� p ..a sr.; rsanart,t1�'tf1E91: ,r-- ..b.- Dutton — Ln"W" to ftw t.. h• th.• l+•tMm._., _t.hn•e• n.nte•S_8f0•rth.'rilrr.l hr thr within V in•nnne•nt and nrAn.•wl.d�rd That _the _—illr.l 1h...tn.. /;�ti•«•-•. Y �:: , • l+co IL 1lariin me kl'A .wl •,O'r'al 7�� ~>'= NOt•r• rvf:: GuaGtM �r V rp] LLS '6d 70d , 0, -'B 08 ft A14V3 JoiawN — Zb 07 go Q b N .. H w Q e b A � O Q W I � V D a b N z wb bM O 1 o C w �w I 2 v ® 1 N QI,,O°OOa N J A e a � q O � 4 o ti e a 0 E 4 D fzci� O OQQ 0 � e fw•'� F Q a 2b i N b W 1: v a 9 v � w i' soar asr � !!V ),aa crI60�Ot01 ON �1 ` b w O O r � h O b � b p(a7� Lu 2 t V rp] LLS '6d 70d , 0, -'B 08 ft A14V3 JoiawN — Zb 07 go Q b N .. RECEIVE® SEP 12 2005 ENDOEMOPMEWM H w Q e b A � O W OFa a b N wb bM O 2 p O'der N QI,,O°OOa N J A e a � q O � 4 o ti e a 0 E 4 D O , W � e fw•'� F Q a 2b i N 1: v a RECEIVE® SEP 12 2005 ENDOEMOPMEWM e � " r s This easement is the same on both parcels 041-480-022-000 and 041-480-021-000 Date: 09-30-2005 Title: Boss Easement Parcel 21 This easement is the same on both parcels 041-480-022-000 and 041-480-021-000 r Data'and.Deed Call Listing of File: 2005-0059626 Parcel21Boss_Easement.des Tract 1: 1.070 Acres: 46621 Sq Feet: Closure= n 16.0633e 1678.27 Feet: Precision =1/ 2: Perimeter= 2938 Feet 001=s08.3905e 99.15 002=s60.0940w 454.20 003=n76.3120w 201.79 004=n26.1145w 274.32 005=n46.5902w 110.33 006=s05.2238w 193.72 007=s24.1933w 222.24 008=s03.2808w 363.04 009=s30.4130e 248.48 010=s28.0322e 257.88 011=s37.5717e 242.10 012=s09.4717e 270.85 k -14 7J]. oAc / 7ti e 65. 02 Eft,w) /9J 1/ h��6Ac/S59o/ 9J. -5 69. 9S O 5. C /g R .32 92.04 !'i 9• ° 3.7Ac '3/ 4.39 Ac O 4 v s 0 Ac '/6 9 3 0 5.06Ac 6 E S c HUMPYBACK ROAO i 9. c s � s9 .9 N 24 p O ; 49,0 ��� Q. 6.03Ac �p O 2. *BJac o �+ t ` Pc/ P 94 r 4 III 4� 5.03 Ac o 317 I� /4JO z '� o V PR 2 PM 50-94 +>> I 2 6' ! O h 3.82 Ac W/3 s �� • o s je `0►9 36 20. 49Ac 0 5.04c� -•moo - / / `•L�G 4AC C ate"- �o 4%6. .L / �6 -,� �Gf- - R -- - - - -. I N e- �, �R ., /200•/;� 3.6AC 2B 1' Ir em Pc l /, PM 50 -'-94 3. 6 Ac V 8 6. 401 4 6• �� 15.5) b o; '? (M�61 1 !a: v a4.9 18. 73 Ac I 13 9 6 W in4. Ac 22 I 7e a 4.2 A c 20O �- i. 1G � C � 92.44 9.3Ac o a 21 ti p• h h 2/ 44.5/ ^- 4.7Ac 4.9 AC 61.71 O36. 4-f Ac / O 9 45 4 --------------- O 9 45 A, QO 9.454C O9. 45 4c PfCORDING REQUESTED BY t Bidwell Title & Escrow Company D AND WHEN RECORDED MAIL TO �.. Bey Boss � 4885 'Zinfandel Dr. � 'sdc. Chico, CA 95928 r*dwxe. 00224655.001 Parcul No. 041 -a -180=022--j U— Thi Undunignrd Gntntor(s) D=1amjs) O Cityrrown of ✓ Unincorporated Arca 2005-0061821 Recorded I REQ FEE ILL Official Records I TAI 114.51 Coot of I NXIe f PRESER Aft =1 I Comttf Clerk-Recorderl I 190M lmOct-M I Pale I of Z SPACE ABOVE THIS LIVE FOR GRANT DEED THIS FORM FURNLSHI?D BY BIDWELL TITLE & ESCROW COMPANY USE -Or Documentary Transfer Tax is $104.50 �/ ,-1 computed on full value of interest or property conveyed. or C� 0 full value less value of liens or encumbrances remaining at the time of sale 0 Monument Fce of 510.00 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Joel E. Davisson and Wendy R. Davisson, Husband and Wife herby GRANT(s) to Beverly Boss, An Unmarried Woman the following real property in the 0 City of ✓ Unincorporated Arca County of Butte, State of California: POI B. Daviaeoa SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF Document Date: September 16, 2005 Statc o?CNITs oil Tsi 4-i OL5m County of TV+ii 1:>w i Ck ISS. On / ' , before me, the undersigned. a Notary Public in and for said County and State, personally appeared Joel E. Davisson and Wendv R. navinarm Personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/am subscribed to the within instrument and acknowledged to me that hc/shdthey 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 Person(s) acted, executed the instrument. WITNESS my hand and official Sri. Signature Poxoo Vabe ro-ioLn MAIL TAX STATEMENTS TO: W0176r7 Expir n 5.1'' Rod - C)uV-b l =Vmain STAMP Order No. 00224655-001 :i It EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL L ALL THAT PORTION OF SECTION 33, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., LYING WITHIN THE BOUNDARIES OF THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 339, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE NORTH 89° 36'59" EAST, ALONG THE SOUTH BOUNDARY OF SECTION 33, 63.72 FEET; THENCE NORTH 14° 38' WEST, 153.83 FEET; THENCE NORTH 160 59' WEST, 61.71 FEET; THENCE NORTH 16° 38' EAST, 44.31 FEET; THENCE NORTH 160 57' EAST, 88.59 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, NORTH 08° 16' WEST, 92.44 FEET; THENCE NORTH 81° 33' WEST, 101:83 FEET; THENCE NORTH 02° 12' WEST, 78.69 FEET; THENCE NORTH 69° 18' 17" WEST, 633.12 FEET; THENCE SOUTH 040 07' 13" EAST, 419.81 FEET TO A POINT THAT BEARS SOUTH 89° 09' 52" WEST, FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 89° 09' 52" EAST, 679.21 FEET TO THE TRUE POINT OF BEGINNING. AP NO. 041480-022 PARCEL I1: RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF THE SOUTH 2100 FEET OF SECTION 33, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., WHERE IT INTERSECTS THE CENTERLINE OF OROVILLE CONCOW ROAD; THENCE FROM SAID POINT OF BEGINNING WEST, ALONG THE NORTH BOUNDARY LINE OF THE SOUTH 2100 FEET OF SAID SECTION 33 TO A POINT ON THE EAST LINE OF THE LAND DESCRIBED IN DEED TO J. W. RAO[ L, RECORDED JANUARY 4. 1966, IN BOOK 1407 OF BUTTE COUNTY OFFICIAL RECORDS AT PAGE 418; THENCE SOUTH 08° 39105" EAST, 99.15 FEET; THENCE SOUTH 60* 09' 40" WEST, 454.20 FEET; THENCE NORTH 76° 31' 20" WEST, 201.79 FEET; THEN66idRTH 2e 11'45" WEST, 27432 FEET; THENCE NORTH 46° 59' 02" WEST, 110.33 FEET; THENCE SOUTH 05° 22' 38" WEST, 193.72 FEET; THENCE SOUTH 24° 19133" WEST, 222.24 FEET; THENCE SOUTH 05° 53'33" WEST, 336.76; THENCE SOUTH 40° 41' 03" WEST, 203.26 FEET; THENCE SOUTH 03° 28' 08" WEST, 363.04 FEET; THENCE SOUTH 30° 41'30" EAST, 248.48 FEET; THENCE SOUTH 280 03'22" EAST, 257.88 FEET; THENCE SOUTH 37° 57' 17" EAST, 242.10 FEET; THENCE SOUTH 09° 47'17" EAST, 270.85 FEET; TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF SAID SECTION 33, AND THE END OF SAID LINE. M, , MMI 11111 Name DAVIS�ON JOEL E WENDY R ' # Fee # 1041.480-022-000 Status ACTIVE Status Date A¢dr1 1123ZONALEA LN Tax INORMAL OWNERSHIP TRA110.000 Addr2 OROVILLE CA 95965 ,000 Situs 10 LOS RANCHOS RD OROVILLE Addr3 Addr4j Base Dt I r- Land 18,072 timber Preserve structure 0 Cmvnents 4149002200 CONVERTED 09108/88 Creating Doc# 1 9748 1 91 51 99 Date. F '�`�� Fodtles 0 f- Etal Growing 0 Total LEd 18,072 Cment Doc# 1995814424 Date 05/03/1995 f Bow Fix RP 0 r- Multi Situs King Doc# Date �- r X91 MH PP 0 Ascot Desc 163 ZONALEA LN SupCrt�i- r" Flagg PP 0 Zonim Dwell - r- 91 O MH Exempti 0 Acres/Sq Ft �— N/C 041 r" A=mt PP Pen Net T$ r- Tax PP Pen RIC#F I- Appeal Pending T/R Dt F— r- Split Pendrg R/C StatF PHY OWN I EXP I TAX HON ATT ( SIT I APR, PCL' ► ►+ F'nd 1iI 2005 Isa, 07/25/2001 3:27:21 PM G,��A�7� ,���✓� Fob 4/90 �a•-7 85 � Ovd9r No. 82651 Rsoorded at the request of Return to mail the ,etAtme'sntn el „12025...C.o.4 r .............. ,r' , BEING a portion of section 33,'T9irnship 21 North, B. & It., mord particularly described a9 follows" BraINNINO at the South quarter corner of Section 33, Township 21 North;:: Range 4 East, M. D. E. & M.; thence North 890 361 5911 East, along tete., , w South boundary line of said section 33, 63,72•feet; Chance North 38' West,, 153.63 fact; thence North 166 59' ileac, 61.71 feet; thence •;;` Norrh 16`'38' East 44.31 feet; thenco North 160 57' East, 08.59 feat; thence south 890 09' 5211 Wast, 679.21 feet; thence South 040 071 131' .)'1 Eaat, 330.0 feet; to a point on the South line of said Section 33; thence' North 090 36' 59" Eaet, along the south boundary line of said Seation•;;�i� 33, 610,00 feet to the point of beginning. TOCE•ItCR WITH Right of way for road and public utility purposes over a strip of land• 60 feet -in width, lying 30 fact on each side of the following das- i cribed centarlina: _ DMINNING at a point on the North line of the South 2100'feet of Section 33, Township 21 Worth,.ganga 4 Efist, M. D. D. 6 M. where it intersects tha centerline of Oroville ConCON Road; thence from , 1r said point of beginning Wont, along the North boundary line of•.the South 2100 fact of said Section 33,-to,i point on the Eaet line of the land described in Daed to J. it..gadil. raeordad January 4, 1966, ?. in Book 1407 of Butte County Official Records, At Me 4181 thenca;�•�P; ,a South 06°39'05" East, 99.19 fdeti;thence eoutk 600 091'40" Hoet,�•!% 454.20 feet; chance North 760,311; 20'!•Heet1�101,79 foat#�thanei ':•. :';• � North 260 11' 4511 West, 274.32' fdeti • tjtmnca, North 46 . Lai% 02; .Hest" "�; ia7 110,33 feet; thence South 050 22'.OW' Noet�`193:72 geitjf•thehce South J_ A' ••240 19' 33" Woet, 222.24 fast tgi Ttci.664th';050Y33i;.3311 pee°t,•.336i75 fee% thence South 400 41' 0311•liestIk203i26'faitOhince•Boitt�' 3�,RA.;=,08�{, West, 363.04 fast; thenei Borth• 300 Y41M60!! UGt :x248.48 faetij' i:�an a�+� south 280 03' 22" Rast, 297.86 foeii t�aitae 8out�t 97. 1171 17'! $act, ' 242.10 feet; thence south. 090 41' %;'1- Vast, 270.99 toot to a point on thi soutticrly boundary line of saidSection.33,_tuld the and of said lino. ro �o°moo 5ia BUTTE ' 1: 4.' i w, � •,'� 13:1'¢¢ i :r, t RESERVING THERi:FRODT a richt of way for Md;and public "util purposes over a strip of land 60, fact to vidth,, lying}30:feet'orii each a1da of the following described ceaterlines I';,�• T,• BEGINNING at a point' on theNorth line of ttia South •2104 ,f Section 33, Township 21 North, Range 4 gait, M.D.B, It interseet8 the centerltne•of Oroviile Can'o>y Read;;:tha ce from Said point of begirming Wast, along the North boundary lind;oftth . South 2100 feat of amid Section 33'to a-point.on the Eaar�'lirie oft the land described in Deed to J. W.'Radil;'recordedJanuax}►;4n,, 966; in Book 1407 of Butte County Official Record@, at page 418;'thanca;� r ': South 08o 39' 05" Fast, 99,15 feat;, thence South 606 09' 40"Wa@ti! - 454,20 feet; thence North 76' 31' 120"., Nest; 201.79 ft:et�theilc@��^,�.• North 26' 11' 45" Heat, 274.32'feet;'thdnco North 46�;;59!;02'!�We@ ;5 110.33 foot; thence South 05' 221 38" Wwt;1193;i2•feoc;'thenee South+ 24° 19' 37+' ldcat, 222.24 foot; thence South 05' 53'':33" Beat, 336.76;; feat; thence Souch 40' 41' 0311 Weet, 203,26 feet; thence South 030 •m'''' 28' 0801 Wast,) feet; thence South 30° 411 3011 Teat, 246.48'X; feat; thence South 28a 03' 221' k'9.st, 27.88 fast; thence South 370 571 17" East, 242.10 feet; thence South 099 47' 17" East, foot tc a point on the Southerly boundary line of @aid Section 33, mndr;�;• the end -of said line. _......... . Dated........J.en!A■ eau ;.;•., 'I rTnTF. 01•' CliI.1POnNIA ' • ,• �t i. . ,,.. ,-.tounlN of _.�. ..Pf1A1L�,�1....,.... :Y•.rl' (� �elarr, In and lar .ofd,,,, '!!• , Ceanly and Stale, P•r�@t! 40m"J� @dnq a, Dutton__ r,;:l�tay`� •, ,,ri:+naetnhn,r nanie.a.,.j,Arbrrrrrlbrd to Of wilhIm int. and �„'lll ,OIM,InlfAl,lq ervireS .,..�,,.� 4,,....,.,.......'...�....,...r 'Feel a OROVILLB TITLE COS oNillconeoanTeo -Wj e'r r,rY:o%AINr ;WP i��J c 4 � 001 Pq RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 16 -Oct -2006 2006-0054142 Has not been compared Stith original BUTTE COUNTY COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY .NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. BEVERLY BOSS BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMrf and CERTIFICATE OF OCCUPANCY 61 ZONALEA LN. 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS CHEROKEE BUTTE CA 95965 ORO_ VILLE TTE CA 9 5— CITY COUNTY- STATE ZIP CITY COUNTY STATE ZIP 3327 LOS RANCHOS RD. 05-236 530 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT B ERMI NO. PHONE NUMBER CHEROKEE BUTTE CA 95965 1b ' /T bza CITY COUNTY STATE ZIP SIGNA 0 LOC ENCY OFFICIAL DATE SAME NO UNIT OWNER (f also property owner, write 'SAME*) DEALER NAME (if not a dealer sale, write *NONE*) SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION NONE DEALER LICENSE NO. SKYLINE HOMES 1987 KLW 1420 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEWUMBER 14700485W 60'X 14' CAL344058 SERIAL NUMBERS) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) Rpet PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 041-480-022 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. Order No. 00224655-001 'a ': EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: ALL THAT PORTION OF SECTION 339 TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., LYING WITHIN THE BOUNDARIES OF THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 33, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE NORTH 89° 36'59" EAST, ALONG THE SOUTH BOUNDARY OF SECTION 33, 63.72 FEET; THENCE NORTH 14° 38' WEST, 153.83 FEET; THENCE NORTH 160 59' WEST, 61.71 FEET; THENCE NORTH 16° 38' EAST, 44.31 FEET; THENCE NORTH 160 57' EAST, 88.59 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, NORTH 080169 WEST, 92.44 FEET; THENCE NORTH 81° 33' WEST, 101.83 FEET; THENCE NORTH 02° 12' WEST, 78.69 FEET; THENCE NORTH 69° 18' 17" WEST, 633.12 FEET; THENCE SOUTH 040 07' 13" EAST, 419.81 FEET TO A POINT THAT BEARS SOUTH 890 09'52" WEST, FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 89° 09' 52" EAST, 679.21 FEET TO THE TRUE POINT OF BEGINNING. AP NO. 041480-022 PARCEL II: RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF THE SOUTH 2100 FEET OF SECTION 339 TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., WHERE IT INTERSECTS THE CENTERLINE OF OROVILLE CONCOW ROAD; THENCE FROM SAID POINT OF BEGINNING WEST, ALONG THE NORTH BOUNDARY LINE OF THE SOUTH 2100 FEET OF SAID SECTION 33 TO A POINT ON THE EAST LINE OF THE LAND DESCRIBED IN DEED TO J. W. RADIL, RECORDED JANUARY 49 1966, IN BOOK 1407 OF BUTTE COUNTY OFFICIAL RECORDS AT PAGE 418; THENCE SOUTH 08° 3910511 EAST, 99.15 FEET; THENCE SOUTH 60° 0914011 WEST, 454.20 FEET; THENCE NORTH 76° 31120" WEST, 201.79 FEET; TRENCI64R* T- H 26° 11'45" WEST, 274.32 FEET; THENCE NORTH 46° 59102" WEST, 110.33 FEET; THENCE SOUTH 050 22' 38" WEST, 193.72 FEET; THENCE SOUTH 24° 19133" WEST, 222.24 FEET; THENCE SOUTH 050 53' 33" WEST, 336.76; THENCE SOUTH 40° 41103" WEST, 203.26 FEET; THENCE SOUTH 03° 28' 08" WEST, 363.04 FEET; THENCE SOUTH 30° 4130" EAST, 248.48 FEET; THENCE SOUTH 28° 03' 22" EAST, 257.88 FEET; THENCE SOUTH 37° 57' 17" EAST, 242.10 FEET; THENCE SOUTH 09° 47'17" EAST, 270.85 FEET; TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF SAID SECTION 33, AND THE END OF SAID LINE. BUILDING PERMITS NUMBER: 05-2366 F Address or location of unit: 3327 LOS RANCHOS RD. CHEROKEE CA 95965 Legal Description. of Real Property: 041-480-022 SEE ATTACHED (x) Mobilehome/Manufactured Home O CommercialCoach 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: BEVERLY BOSS Owner's address: 3327 LOS RANCHOS RD. CHEROKEE CA 95965 INSIGNIA OR HUD NUMBER: CAL344058 SERIAL NUMBER OR V.I.N.: 14700485W MANUFACTURER'S NAME: SKYLINE HOMES IN YEAR: 1987 3 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513C • STATE OF CALIFORNIA -DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT r l:DTTGTrATG nr TTTI G MnQTI t:wnmr: DECAL NO. 1 AY7f 9G MANUFACTURER NAME/ID TRADE NAME !MODEL DOM DOT DFS SPC EXPIRATION SKYLINE HONES INC/90002 KNOLLWOOD KLW1420 04/21/87 04/21/87 05/15/87 � U SERIAL NUMBER T 14700485W LABEL/INSIGNIA NUMBER CAL344058 WEIGHT 018560 LENGTH 000720 WIDTHISSUED 000168 05/24/89 SCC 04 EXEMPT USE TYPE i SFD LPT 2 10A) l")f ��.Y �► l )OSS r 3 4 r<od_ TOTAL FEES 1 5 2. A)4jr_21 PAID: WNER 6 I (iO Y C'GI'>f�ck l $33.00 i 1 A KENYON RICHARD/ D EVELYN JTRS D 1442 EAST AVE R CHICO CA 95926 E S S E R KENYON RICHARD/ E EVELYN JTRS G M I A 1442 EAST AVE�;��� S I h L E CHIP �xCA 95926 E 1., D LEASE 0 REGIS y RED OWNER o s 1442 EAST AVE W I N T E U CHICO R S L E G A L O W N E R J U F N I I R O S R T L I E N S H E O C L O D N E D R ?V CA 3. RELEASE OF DEALER mm NEW REGISTERED OWNER, FILL IN ITEMS 4 - 9 aaF 4.A) AND q' OR B) NAME - PLEASE PRINT 5.A) f.1.1. OGN7" MC,TI TN/j 0n_1�F jC CITY CNTY ST ZIP 6 L FUTURE MAILING ADDRESS LOCATION,,.ADDRESS R t )' CITY CNTYST ZIP rs*, PURCHASE -PRICE. -•DATE 15. CITY CNTY ST ZIP a** NEW 2ND JR. LIENHOLOER. FILL IN ITEMS 16 - 18 xx* 16. 17. 18. NAME - PLEASE,.PRINT ADDRESS CITY CNTY ST ZIP IMPORTANT 01-139-0092 THIS CERTIFICATE OF TITLE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT`AGAINST THE DESCRIBED'UNIT.-THE CURRENT TITLE STATUS OF THE UNIT MAYBE CONFIRMED THROUGH TH.E.DEPARTMENT.•. 0100112 NEW REGISTERE WNER.SIGNATURE :1**)f NEW LEGAL OWNER, FIL IN ITEMS 10 - 12 UNA 2 X d 10A) l")f ��.Y �► l )OSS r r<od_ NAME - PLEASE PRINT 2. A)4jr_21 4fELEASf 0 LEGAL WNER 11. I (iO Y C'GI'>f�ck l ADDRESS B) RETENTION OF LEGAL OWNER-Sl12.V1 „ CITY CNTY ST ZIP t :zw EST: JAR. LIENHOLDER". FILL IN ITEMS 13 - 15 arr -' ASSIGNMENT OF LEGAL OWNERe ,F .. fl✓. X13 NAME - PLEASE PRINT �1 14. ADDRESS 15. CITY CNTY ST ZIP a** NEW 2ND JR. LIENHOLOER. FILL IN ITEMS 16 - 18 xx* 16. 17. 18. NAME - PLEASE,.PRINT ADDRESS CITY CNTY ST ZIP IMPORTANT 01-139-0092 THIS CERTIFICATE OF TITLE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT`AGAINST THE DESCRIBED'UNIT.-THE CURRENT TITLE STATUS OF THE UNIT MAYBE CONFIRMED THROUGH TH.E.DEPARTMENT.•. 0100112 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 -Telephone (916) 538-7541 PERMIT NO. • APPLICATION AND PERMIT gs- `75 ASSESSOR PARCELNUMBER 041-480-022 U ZONING BUILDING PERMIT OWNER JOEL DAVISSON 534 8821 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 123 ZONALEA LN OROVILLE, 95965 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS Fireplace CONSTRUCTION LENDER NONE UNMOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 23.00 ARCHITECT OR ENGINEER NOHLICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 63 ZONALEA L14 PERMITFEE $ 43.00 OROVILLE, 95965 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISroNS NAME PARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome IK Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities IN Installation ❑ Other ❑ Describe Work: 2 'BEDROOM Mobile Home GT VX Iold @20.00 PERMITFEE 1$ go 00 C tractor LECTRICALPERMIT Filinq Fee 20:00 Main S ice OOOV OR LESS ( zooA OR LESS ) 23.00 Main Sery e ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATI N I hereby affirm under penalty of perjury that I am licensed unde provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busines and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DEGLARATIO 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: U/1, as owner of the property, or my employees with wage as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) s0. 3.52 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE L CIS. R FIXTT URES Ex. Occup. (OUTLET OR FIXTURES) 2U Q I.50 BAL .SO Ex. Occup. OUTLFECTs (RESID.) ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc . Wiring 23.00 PERMITFEE $ 63.0 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation /of one hundred dollars ($100) or less.) la 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 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. L_ X I Date _1�� Signatur f Applicant - R'Owner ❑ Contractor ❑ Agent An OSH permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Energy Inspection Fee $ OCCT CONST. TYPE TAL FEE $ 14.00 HAZ. I D. FEES FLOOD CDF VARCEL I PD HO I ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON app (cable provisions Resolutions to do work been paid. Date (Date) Receipt No. 186264 WHITE-D.D.S.-E.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,:i;(1kiSi.��Y�ri�'^�M~"�riio"�W'+�r{�Ki..r�`(�.�rir7i9iT�i�''",��` j'ti"��i'Vi'1��1-''"'��"'�Mi f}pt�•"S?ii'�r'y �'...,r ,�.y.zi.+ir,:�A �i$:?� COUNTYOFBUTTE -DEPARTMENTOFDEVELOPMENT SERVICES -BUILDING DIVISION ---7 - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 ,r ' PERMIT APPLICATION DATA SHEET OWNER G V �`S S© ✓► A. P. No. V "/'� 4180 -OZ Proposed Building Use Building Inspector Date 11.11423 - At_ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1 All items h been submitted . ........................................ . Plot plansCV sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and•calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Formx............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings. . 8. Engineered truss details and layout;in duplicate (required prior to plan check). ... . 9. Mobil home data and manufacturer s installation instructions, 2 sets. ........... 10. Fees of $........... . 11. Impact fees as shown on attached schedule, California Department of Forestry plan approval/fees.. ...................... Al Flood elevation letter (100 year floodl by CalNe-Health rniaEngineer................... Sanitation and plot plan approval Yb v; Department . ............ 15. City of Chico plumbing permit ............. �.... 16. Plot plan and business license approval from City of Big /Gridley . ............. 3 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) D inage............ rti Driveway permit (construction approval required prior to occupa �y). .. .......... '^qMr, Pre -Inspection requeT Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insurance . ........................ . 23 Owner -Builder Verification (Given to owner , Mail to owner �. . �q5. Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization. ... /.. . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter -of intent on building use. ........................................ 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... s 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... ............. 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and. hold for pickup at O r 6 office. Deliver with inspector. Other Parcel Creatio Acreage Applicant is G Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. �tTy,, 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date i Copy _ Sets of plans on hold in File cabinet AP folder Department of Public Works Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[vf NO[ ]. 2. I HAVE[vf HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: A ADDRESS: T CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ,u/t1 ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK Al /A SIGNED: PROPERTY OWNER: f_ SOCIAL SECURITY NUMBER: : DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are. subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not .licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. S* rel Michail C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER rd 1Vdzl sr L-�,!:2 C awe x LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 9 S– �?75;� OWNER NAME: �/ SSO rl -()41 _ '1' I _ �lJy�� PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: FLOOD ZONE: k FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION ft COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING LOT LEGAL ACCESS REQUIRED: YES NO YES NO BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: r A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. „ CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED.: — 1. Maintain a 50 ft. building setback from centerline of road. — 2. Maintain a ft.building setback from right-of-way/centerline of _ — 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from — 5. Pay water tender fees in the amount of S— to Battalion Number =-6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. — 7. Connect to a public water supply. — 8. Connect to a public sewer system. of the Butte County Fire Department. — 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. — 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) — 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 13: :yiva A traffic mitigation fee f'or each or additionalng unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agr`ei;ment, "�." yment to be made to the A*b-zkg Division. _ 14. All new residential, buildings shall Ibe constructed to comply. with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall bo: 'ponstfucted on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building .Code. _ 15. Deer Mitigation fees,,are to be paid, &such"fees. haveteen adopted by the Butte County Board of Supervisors. X 16. Pay school impact -mitigation fees. v X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ f8: Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 19. If any cultural resources are encountered during ground disturbing activities,.all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site, significance and suggest appropriate mitigation measures. 20: _ 2.1. 22. 23 24 25. AI41NRIdoiam almn 311 nS 40 Woo 5661 9 0 A 0 N C13AI333H LD 9/95 - C:\WP5'1\FORMS.K\8LDGPERM.CLR .. • . _ _ ii�+ii f t LAND DEVELOPMENT BUILDING /`°EN-IRONIIAENTAr EAITHFrPERMIT CLEARANCE Building Permit No. ' OWNERS f A.P. NAME:. n.)L j SSCNI �� � 1 NUMBER: PRINT LAST NAME FIRST COUNTY ZONING t,DESIGNATION: %c. FLOOD ZONE: %� FLOOD MAP:, Z 5 13 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS k OR MAP DEED INFORMATION: o,.c o,. f /- q9 C, —0-1/ DATE OF CREATION: '0Z - O L - 7/ DEED REFERENCE: LEGAL ACCESS PROVIDED: �_ YES NO LEGAL ACCESS REQUIRED: )0 YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: ^ YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF -YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. Ieachfield setback from 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 4 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 7. Connect to a public water supply. 8. Connect to a public sewer system. 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ _ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be hada to dw Plarnig'Dhftkn. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. - _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the'emissbn requirements of the California Clean Air Act of 1988 as amended. 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20 21. 22 23. 24, 25. 'Na 1N3Wdonna aw 3.1.11`18 30 h1Nf100 S661 < £ 13 0 C13AI333H LD 9195 - CAWP5 I TORMS. K\BLDGPERM.CLR M... ( Theodore V. 110, • • • ser... P. o. Sox 8^i •"'•" Telton, California 95018 aw.aL M.r. "'.0 J " ld 111 IjI I UIuISE Y.I.UEUDER CoU;f f Y RECOkat R . 'f M 110641 I SPACE ABOVE THIS LINE FOR RECOMOER'S USE — w tai .r.n.e.n •o ' N... ..`• ,� Kw: BATT S a rpe as above . - /. _,. iro•►urto oN {1st vAtul or nlon.►t coNTI110. ANgr. ro•nn►o'C" IVIt 1LIl1l itis Irt"$ AND clr. a "'• J ' •�: RAWAS K.M(NIMO At tlw a sAu. TA r r'a INCIW t . v ,PAfA,&Vw ova- ro ... CA 19 141 o� nt ena - ra -• 7N1/ room ►VIIMIDNCO /r nng INVIOANC[.AMO71110"/7 COMFAMT '• FUR A VALUMILE CONSIDERATION, rwelpt of whkh to hereby �ekttot.kd6ed. ' ,` r s,� �_ r asonon t1.. DUTTOX and EDXA Be" DVTTOX, : his wife `y r�� � '.i t y� rtN/tc)T 3.1t ., triz 1- 1wreloy GRANTS) to ; << 1 T1IEODOtiL Y.:,1I01'1.6 and MARTHA HOYLL, his vis• `.=y,'y `` jr ` F: �a;"t�t •, A3 JOINT TENANTS.. , 7 t - , 1 / i ,., :: 'i Si iai _ ��- � . s ►m���,L'Wr`�' �� � �y}.,tAp { b?� r%r '.,✓°+. .,.. _ .. •_ tell"pr�I prky In th1 A1- 0 ` Gwnty of r Ufa Butt• �yf ,J, �:rr9k€w t;f. Stai#gofGlifornta, dc�ertlKd alt • r � !OttS � /: i ! , , !: -- .:' t^: :. �.! . !:/;`.4• "�jj •° tit , "M; I'�IS a�,, All • ; ..f J✓,�%'dY 1 .�w't c�i^%,.�•y'Z2" -1•tN�R•. n4g� 4..- :.sthatportion"of Sectianb33,,w� D At M`dying within thaboundariaa of the following .. t, .. M • . D. „', doacribod parcel - of lAnd; F t r� r r 7F� +�.:rso..ar�a3ni a i' . as++zssa r y,sa', x rt..rs ev er i !:;r * y +Y'RQi�%Y, RiT,T UaJ9j� q•1 z �, # ,yL�atx-�tS�•• � '�7F, . CO�CMNCIYG'at..tho"South "gvartcr corner of; Suction 33,','Toxnahip 21' North, Range. 4 . East, ` lT: D. u`. & Tf r; -thence North 890, 311!;. 5911� East, - along .: + the South boundary of'said.Section 33, 63.72°fact; thence North 14� -381't•Tont,• 153.83 feet; thence North 160,591 Woot;'-61.71'fect; thence North 160 301.. East, .44:.31- feet; thcnco ilor ;h 160-.570 East; 88, 59 , feet . . to the true point of beginning'for the parcol of.land horain dcs--. .'cribed; thence fron said true point of boginninG; North 000 161 Nest,. 92.44•fcut; thelica North 010 331„17eat, 101.03 fact; thenco'North 020 121 Nowt, 78.69 feet; thenen North 690 381 17',' host, 633.12 feat; , ' "'thence South 04° 07.1 1311 East, 419.01 fact to a 'point that bears ,South 090 091.: 5211 West, from the true point, of. beginning; thence North S90,091 52" East, 679.21 font to the true point of beginning, ' ,N 1 � 31 ,�'�►Jy r r,'. ,�z $ y. �,n,,l. ,iyr. % 1 i. t a1. - i F r .. t 1 '" PSS=d tt yP ItKy1'T'g� r b l�F i ri t' �iN' 1 ijo,0 if rfa ';1 %1OCE71TER WITH W+i,�. • -/: ; 'S Right dll�+'fyY?N' ;; yicfri's, <„�1 / •`' n . Right of.fmy for: road end public utility purposes over *,strip of land 60 fent in width,:jying 30 foot; on each side .of the following des - ON cribed conterline:y�MW��_ !r ,.,,;'... IIECI;I3I?1G at,a•:point.on--the:Korh ,linQ:of..th�iSoutlz 2100 feat: of Section 33, °.Totmship''21North;'°4Raago 4 It 11,, Owre it into soctn t,ha�centerlino,;of.OroviI o:Concow Road; thcnco from said Feint of.beginning West;='along tho-Nortli boundary line of the ' South 2100w.fdct.of said Soction 33, to :a `point on thn Enat line of tba Intal dencriUed in Deed to J.',-11. Radi1, ;recardad .Tanunry 4, 19660 in Dooh I407 'oE Butto County Official Itecorda, at pago 418; thcnco 1 South OB11 391 0511 F.nat; 99.15 feet; • thonco- South 600 091 4011 lrtcttt, p� 454.20 feet; 'thcnco North 760 311- 20" ,, Want.201.,79 feet; thence,, CJ1 North 260 111 451, West, 274.32 feet; thence North 460 59' 0211 J � Went, 110.33 feet; thence South 050 221 301' lfest, 193.72 foot:; thence .South 240 19' 3311 West, 222.24 feet; thence South 0.50 531 33” Wa.V, ' 336.76 fact; thence South 1,00 41' 0311 Wcst, 203.2u' fact:; tom. thence South 030 '281 OB" item, 363.04 ,feet; thence South 300 /ill " .,.... w . n . r 1 ..t - _ ... ._4 ^0%. ^n. 'nntt nri (rn /'S - .. a 1 8 . . thc!nce South 370 571 1711 Eastq 242.10 feet; thence South 090 471 1711 East-, 270.05 fact to it point on the Soutborly boundary 1.1ne of said Scctio*n 33 and the.end of said RESERVING THEREFROM a right of way for road and 'public utility purposes over a strip of land 60 feet In width, lying 30 feet on each side of the following de.scribe'd centerlinco. : . .. .. .... BEGINNING at point on'tho North line 'of tho"iouth 2100 'feat of ' ,Section 33, Township 21.14orthp-Pange-4 Eastj-,.14"D. B. & M.9 *hako it intn01"in'rsccts the cent A a :of Oroville Concow Road; thence from. said point of beginning Wcst''along the.North boundary linc'6f.the' South 2100 febt of said Section 33 to a point on the East linc'of the land described In Deed to J. W. Radils' -recorded Januar'y.,4;j966, in Book 1407 of Butte County Official Records,"at.page 418; thence South 000 feat; 39'. thence North 760.-3111 0511 East, 99.15,feet; thence South 600 091,4011 West, 4 x•454.20 .201 West,-­ 201.79 -fact;", thence North 260-111..45".Slest,'274.32 fec�t;',"thence North '46o,59f,-,0211­" .110. ",193'72 fact West, 33 feet; South'050 220,-3811. thence 'South 240 19!,;:33" West,- 222.24 feet; :`thence South 050,531'' .',336.76"febts, -thenca�.South 400�.411.'.,031!'west,'.,-203.26 feet; _4 South 030 281 A 0011 West "'3 63.04 South 300 411 30".. East P" 248.40 fcA-,-thcnco.South 280-031,-.2211�East9­257.80 fact; thence -South 370-.571 1711 East; ."'242.10 fe'at;tthence South 090 471 East, 270.85 1cat'td, a point on the Southerly boundary line of said d Section 33, and the and of said line. - ALSOAM-SERVING a right of way for road and utility ..'k-,,-"purpo3cs over a strip ofland 60 feat In width, lying 30 fact on each aid* of the following. described centerline 14 Z , ", NC at theNorthwest ci�r*nc'j of 'the "'abova'describcd parcel of land; thanco South 690 181,1711.. East, along the 11orthcrly boundary line of said parcel;`60.12 fact to the true point of be,innins for the centerline heroin described; thence South 550 041 00" West, 90 feet, and the end of said line, A V. A N North Noyembe 7 Gears* S. Dutton STATF OF 1A)UNTY on -Tabruary -5 t_1971__iw4-wr w. the -ill1w.l. a N..wy Publir in an4 (w sal-I 1441e. munially amwared Edna S. Dutton Gittorge __B.._DujL1LQn_1 L.Akna U. Dutton LIV."n in "W I.- Ow 3 nsm�s _are-o—vii—i t.- the witisi" AIM m kn-l"It.4g"I That -they- 11W .4"W. 1*il✓__, Lea IL Murtin BUTTE COUNTY DEVELOPMENT SERVICES Date: �} \ 0 100 Owner: ? Address: (-a\ Z o #, \.e rt A.P.#: Zoning: General Plan: IN114iG-CZ Z---*' Location: � n Qjv%eL t (sem W\risucyX O'd1i, ut✓� rt5h�r TYPE: [wilding [ �alth [ AKIanning Taken By: _?i c T\u r cs 0.0 a.LSZ cam- CSD, 10,&,r K dL JY% G\dun d• grow)., m c1 ;A - - +* +vc-%j Q \ +v -e:% k cnr • 'tel �(`�-e\ -V -0. \ 1 ur k&!. V%6n%p_ eA. n G V n" S -,rQS2. C� • "?k%_L 1 u G-ec-cr\SZ c� (]sir. g- OSSes�blA- \�'ra��w• �.r ba,e.lG,., �,as �;rc dar•0.�¢.. � auod�. No- aLOJe✓� �1s0 S 4ck'c., •Caution: Yes[ ] No[ ] !40S b,� r, cuoe✓er,� • l.o-r-s of gp,.r de- *1 SCUAl \g 0 1asS c,, 0Y r'ead• +0 -G& k 04(;-V^Q Permit History on File: [ ]None [ ]As follows: Tenant: Description of Violation: INSPECTOR'S REPORT Address: Approximate Building/Mobile Home size: Approximate Building/Mobile Home age: Under construction: Built by/for: [ ]Present owner [ ]Previous owner [ ]Occupied [ ]Vacant Has Electricity: [ ]Yes [ ]No Has Gas:[ JNatural [ ]Propane [ ]None Has Sanitation: [ ]Yes [ ]No Obvious sewage problems?[ ]Yes [ ]No Hazards: [ ]Yes { ]No Person Contacted: Describe Action Taken: LNSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE! Inspector: ACTION RECOMi'vENDED: [ ]Information Only, File [ ]Complaint Unfounded [ ]Resolved per Inspector's Report Date: [ ]Hold for Days [ ]Other [ ]Send Letter for Compliance 1 BUTTE COUNTY DEVELOPMENT SERVICES Address -4k Phone Number: S38 - l�ta�3 Other Comments: SA-lJ V,(kmo n�e :.; :::..:..:.;:;:.::.:.::.:.:.:.-.:.;.:...:.:.;.:..:...:......:............................... :.:.:....::............ <:t .: <::;<: ............................ ... ;:: Inspector must draw a plot plan with all building locations: l� V r �z a'� �►�s-�l .',lam � o.D ,% ��e�n__ c.��� c�.,� �.1 -Al Additional comments from Inspector: 2� BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM Date: 10/18/2005 Owner: Beverly Boss AP#: 041-480-022-000 & 041-480-021-000 Zoning: Address: No Situs, No address assigned yet General Plan: Supervisorial District #: Complaint/Violation Location: Both parcels listed above TYPE: { -1 Building { ) Health {X4 Planning {x .} Housing Complaint Taken By: COMPLAINT: Please see attached complaint. Permit History on File { ) None { } See Attached Tenant: Description of Violation: Approx. Size of Bldg/MH: INSPECTOR'S REPORT Address: Caution: { )Yes Approx. Age of Bldg/MH: { } Occupied Has Electricity { } Yes { } No Has Gas/Propane { } Yes { } No { } Vacant Has Sanitation { } Yes { } No Obvious Sewage Problems { ) Yes { } No Under Construction { } Yes { } No Built by/for { } Present Owner { } Previous Owner Hazards: { } No { } Yes (explain) Person Contacted: Describe Action Taken: INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE!! Inspector: Date: ACTION RECOMMENDED { } Information Only, File { } Hold for Days { } Complaint Unfounded { )Other { } Resolved per Inspector's Report { } Send Letter of Compliance Inspector must draw a plot plan with all building locations on the back of this sheet. Revised 10/2003 - BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM This information is not available to the public!!!!!!! The following information is required for Housing Complaints and the Complainant MUST BE the person living at the complaint address! Complainant: Address: Phone Number: The above information is not available to the public!! ! ! ! ! ! Revised 10/2003 Page 1 of 2 Date: 10/18/05 Compliant Re: Parcel 041-480-022-000 and Parcel 041-480-021-000 Requesting address be assigned that reflects Los Ranchos Road for parcels 21 & 22 Beverly Boss recently closed escrow on Parcels 041-480-022 and 041-480-021-000 I am respectfully requesting that when addresses are assigned to parcels 21 and 22 they correctly reflect a Los Ranchos Road Address as indicated in the easement recorded with the grant deed. Statement of facts to support request: Information provided on the building permit for Parcel 041-480-022-000 on 9-2-05 by Beverly Boss indicated her residence was 61 Zonalea Lane. EXHIBIT A Beverly Boss is claiming her residence of 61 Zonalea Lane is the residence for parcel 21. On this date, Beverly Boss had not closed escrow on parcel 041-480-021-000 (parcel 21) or 041- 480-022-000 (parcel 22). 61 Zonalea Lane is not a valid residence because according to your department, Butte County Building Department, no address has been assigned for this parcel. The Butte County Building Department confirmed with me on numerous occasions that Alice Mefford assigns street addresses for Parcels after a building permit has been approved for a parcel and after the legal easement has been verified. Parcel 21 is currently cleared land with no structures. Both parcels 22 and 21 have easements off of Los Ranchos Road. See attached Grant Deeds and easement map. I AM FORMALLY REQUESTING THAT THE BUILDING AND PLANNING DEPARTMENT DRIVE OUT TO PARCEL 041-480-021-000 AND VERIFY THAT PARCEL 21 IS BLANK LAND THAT HAS BEEN RECENTLY CLEAR CUT. Parcel 22 was blank land until recently clear cut this spring by Joel Davisson, the previous owner, in preparation for selling the parcel. In April 2005, there was no defined road structure across the back of parcel 041-480-035-000, just a small dirt trail. Sometime in the month of May, 2005, Beverly Boss moved a trailer onto Parcel 22 without first obtaining valid permits. In August, 2005, Beverly Boss caused to be placed a graveled road upon the south boundary of parcel 35 without the owners (Thomas Pooler) express permission. When Bidwell Title Company, Chico, confirmed with Beverly Boss (parcels 21 & 22) and Tomas Pooler (owner of parcel 35) that Boss did NOT have an easement across parcel 35, Beverly Boss caused to be removed the gravel they placed on Poolers property and moved it to the road that had been cut for ingress and egress according to the easement on the deeds for parcels 21 and 22 by the previous owner, Joel Davisson. To access this road, take Cherokee Road to Humpyback Road, then go west until you come to a "T" intersection, then take the furthest left road. You will see that it has been recently graveled. Please turn over — 2 sided ti Page 2 of 2 I AM FORMALLY REQUESTING THAT THE BUILDING AND PLANNING DEPARTMENT DIRVE OUT TO PARCEL 041-480-022-000 AND VERIFY THAT THERE IS A TRAILER NOW ON THAT PROPERTY. Beverly Boss applied for permits for this mobile home on Aug. 2, 2005, (EXHIBIT A)over 2 months after the mobile home had been placed on the property. Beverly Boss was advised by Butte County Environmental Department on August 8th (EXHIBIT B) to revise her site plans for her well permit for parcel 21 to reflect that their easement is on the east side of the parcel, validating that their easement does not cross parcel 35 or 30. See attachment. Beverly Boss has 2 grant deeds recently recorded for parcels 041-480-022-000 and 041-480-021- 000. (EXHIBITS C & D) On both grant deeds, it does NOT list an address, it lists the parcel numbers. The easement for the grant deeds for Parcels 21 & 22 indicates ingress and egress is off of Los Ranchos Road (EXHIBIT E). Compare the attached map of the easement for parcels 21 & 22 (Exhibit E) with the map that Bidwell Title Company gave Beverly Pooler with the bolded approximate location of the easement for parcels 21 & 22 (EXHIBIT F). This easement has been highlighted yellow. Both Pooler and Thurman have retained the services of attorneys to protect their property rights. Please turn over — 2 sided T � b WELL PERMIT PJEVIEW Date REHS Owner /"i /.J d AP# [�yL�7,� New 42L--Qestr Repair Soil Borings WA I Rpauirad I Pending I Completed F Legal Parcel Sent Acceptable S.D. Site VOC Concern Area Water Sample Flood Zone Preliminary Site Inspection —!—u Application Complete Designated Well Site Pump Test Deep Seal Area/Depth Work Plan Letter of Authorization Clear Space Easement Water District Clearance Neighbors Letters Date Time Spent Service of Comments '(10 S z. 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Ber�••rryOCT n20 .................................... ....... _.... .- .___ _ ----- ��- 11 n . � T FOR OFFICE USE ONLY Assessor's Parcel Plumber: U -�� [' ® U `� K E � S�ale:.1 = fid. o � �� finer Hae v 55e lrl&x o ' Address / Phone No. 3 32_ Site Location 3 3 �L7 Gas Contact Mamie RU5 5 %� Di� /Vi_"V Phone IO T General Plan sig: Size, Acres _ PRQ TIDE FORALL. - ADJACENT PARCELS SIZE (AC): ZONING: — GEN PLAN: IJ,5ES. - --- -- T__ T_ — - ON IF ji_ III 1 1IIV 'VBk'iVr` METAL BUILDINGS, INC, DRAWING C SHEER BASIC BUILDING SIZE: SPAN 30 x LENGTH 40 x EAVE HT -10.5 /10.5 ROOF COVER: SX COLOR: Light Stone GA.: 26 WALL C OVER: - SX COLOR: light Stone GA.: 26 LINER PANEL"� COLOR: GA.: TRIM ' COLORS: GABLE: Sahnrn Tan WALL: Sahara Tan TRIM COLORS: GUTTER OR EAVE: Sahara Tan LIVE LOAD (ROOF)20 P.S.F. DEAD LOAD(ROOF):2 MATERIAL WEIGHT SNOW LOAD: 30 P.S.F. SEISMIC ZONE: 3 WIND LOAD: 85 M.P.H. EXPOSURE: C COLLATERAL LOAD: 1 DESIGN CODE/ED.: CRC 01 CUSTOMER: RUSSEL J THORNTON ADDRESS: 133 HEALANI PLACE PUKALANI, HI 96768 PHONE:808-864-0301 FAX: PROJECT: RUSSELL J THORNTON LOCATION: CA �9wi% GENERAL NOTES: 1. MATERIALS: MINIMUM YIELD: HOT ROLLED BAR Fy = 50 ksi MIN. STRUCTURAL STEEL SHEET Fy = 50 ksi MIN. STRUCTURAL STEEL PLATE Fy = 50 ksi MIN. COLD FORMED SHAPES Fy = 55 ksi MIN. ROOF AND WALL SHEETING Fy = 80 ksi MIN. 26GA. ROOF AND WALL SHEETING Fy = 50 ksi MIN. 24GA, BOLTS A307 AND A325 MBMI METAL BUILDINGS RESERVES THE RIGHT TO SUBSTITUTE THE ABOVE MATERIALS WITH EQUAL OR BETTER MATERIAL. 2. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325 UNLESS NOTED OTHERWISE. HIGH STRENGTH BOLTS SHALL BE TIGHTENED BY THE "TURN OF THE NUT" METHOD IN ACCORDANCE WITH THE LATEST EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". A325 BOLTS SHALL BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE "TURN OF THE NUT" METHOD. ALL BOLTED CONNECTIONS, FOR SHEAR / BEARING CONNECTION TYPE WITH BOLT THREADS EXCLUDED FROM THE SHEAR PLANE SHALL BE SNUG TIGHT ONLY. 3. ALL STRUCTURAL STEEL TO RECEIVE A RUST INHIBITIVE PRIMER. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 4. PRE—FORMED CLOSURE STRIPS ARE PROVIDED AT THE EAVE BENEATH THE ROOF SHEETS. ACCESSORIES. QUAN. DESCRIPTION 1 1 3070 DOOR W/HARDWARE (FIELD LOCATED) s: BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT MBMI METAL BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF MBMI METAL BUILDINGS DRAWINGS AND CALCULATIONS INDICATE THAT MBMI METAL BUILDINGS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISCREPANCIES EXIST BETWEEN MBMI METAL BUILDINGS STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. , (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY MBMI METAL BUILDINGS ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN MBMI METAL BUILDINGS ENGINEERS UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH MBMI METAL BUILDINGS "FOR CONSTRUCTION" DRAWINGS. ALL BRACING AS SHOWN AND PROVIDED BY MBMI METAL BUILDINGS FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) • WARNING: IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS. EVEN RUN—OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. APPROVAL NOTES FHE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE. DRAWINGS: � P T I—E 1) BE MADE IN CONTRASTING INK. a°'' 3) HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. 2) BE LEGIBLE AND UNAMBIGUOUS. � JIvislo B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. APPjr�OVED C) MANUFACTURER RESERVES THE RIGHT TO RE—SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL. OF'THfSE DRAWINGS INDICATESCONCLUSIVELY THAT MBMI METAL BUILDINGS HAS CORRECTLY INTERPRETED TH.E CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANGES, NOTED ON TIME DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A ,STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE,DRAWING NOTES, AND WILL NOT ALTER -THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. rv:r �Q,•.OFE�l r�,�J�,, GUANG`�` � h ` No. 061054 LU [C FYn 19_�t.(1ft CNi1. ��P CF CA1.1��� �-+ ! ,0 ES S1 f No. G61054 m 0 1 06 x fir/ OF CA The choice in pre—engineered 2 - 9' x 10' CLOPAY #3200 OVERHEAD DOOR W/FRAMED OPENING METAL R!!!!MM BUILDINGS metal buildings 1 6030 INSULATED HS WINDOW (FIELD LOCATED) 955 N.W. 17TH AVE. BLDG. H (866) 406-7656 JOB NO. 95/5/06 FOR APPROVAL 234.50 REV. DATE REVISION DELRAY BEACH, FL 33445 www.mbmi.biz C Q 40'-0" OUT -TO -OUT OF STEEL VIMGVJIVNJ V U2 ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0" (U.N.) D b Dia= 5/8 0 Dia= 3/4"' r3U fto Fye � � x I . No. C61054 STI m 1-08 S� CIVIL �rFOFc�L�F°�-f?� 2 20'-0" 20'-0" 19'-10"41 19'-10" x x O x \ •- O O x Ila RN A A pp x a A C o0 E 4 o � _ M 1j Mrj O m 00 B I � rn rn O I M I 0) a) D 00 00 o B z 00 x N A x Z \ 0 00 O N t� W 00 H N g o 0 00 D 00 o I I o> a� AI c� B N 00 O i� 00 3� \ Mp 3" 2" E 2" IN A C = 00 00 0 0 = 19'-10" 19'-10" tO ANCHOR BOLT tG,. DIMENSIONS a 20'-0" 20'-0" FRAME LIN VIMGVJIVNJ V U2 ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0" (U.N.) D b Dia= 5/8 0 Dia= 3/4"' r3U fto Fye � � x I . No. C61054 STI m 1-08 S� CIVIL �rFOFc�L�F°�-f?� 1117 N w DETAIL A Dia: 5/8" W I DETAIL B ----1 104 L_ J 10 cV r7 N w DETAIL C 8" C 0 d 0 0 � N \ L 0 0 M N DETAIL D Dia= 3/4 8" 3" 2 3/4" 811 2"�2" See Plan DETAIL E SW ANCHOR BOLT SUMMARY Qnt Loc Dia Proj BRACING (in) (in) O 24 EW 5/8: 3.00 0 8 EW 3/4 3.00 0 8 RF 3/4" 3.00 GENERAL NOTES 1. Foundation design and construction are not the responsibility of MBMI. 2. The building reaction data reports the loads which this building places on the foundation. 3. Anchor bolts shall be accurately set to a tollerance of +/- 1/8" in both elevation and location. Anchor bolts are to be type A36. 4. Column base plates are designed not to exceed a bearing pressure of 1125 pounds per square inch. RIGID FRAME REACTIONS (k ') ®2 DL+CIL +LL DL+CIL +LL 4.5 4.5` y112.8 12.8 DL + WL I DL +WL 5.1 1.1 WL 16.2 13.3 ENDWALL COLUMN REACTIONS(k ) MAXIMUM VERTICAL DL+CL+LL = 4.0 MAXIMUM VERTICAL DL+WL = -8.0 MAXIMUM HORIZONTAL DL+WL = 1.1 BRACING REACTIONS, PANEL SHEAR (ft)' Roof Slope nse/12) Dead Load �psf) f Reactions (k ) Panel --- Wall-- Col --Wind----Seismic- Shear Loc Line Line Harz Vert Harz Vert (Ib/ft) L -EW 1 H ,G 2.4 7.1 0.2 0.6 F -SW H 1 ,2 2.5 1.1 0.4 0.2 R -EW 3 F ,C 2.4 2.8 0.2 0.2 B -SW A 1 ,2 0.0 0.0 0.0 0.0 NOTES FOR REACTIONS Building reactions are based on the following building data: " Width (ft) Length (t) Eave Heigf�t = 30.0 = 40.0 0.5/10.5 iy e (ft)' Roof Slope nse/12) Dead Load �psf) = .02/ 4.0 4 0 5 s ^� �a A s , Collateral Load (psf� Roof Live Load (ps = - 1.0 = 20.0 �� � � p Aa�'-° Frame Live Load (psf) = 16.0 = 30.0 Snow Load ( sf) Wind Speed mph) = 85.0 Wind Code Exposure = CBC 01 = C Closed/Open = C QQ� N,q �O �GUANG Importance - Wind SesmicnZone SeisX = 1 nn $S'O Seismic Coeff (Ca) N,9 0 No. C61%4 m LLI -31-M z co No. C61054 rq, CIV14:> �Q w cc -31-06 �OFCA�F� 'P-( C FOF 'l ML BUILDINGS 955 N.W. 17TH AVE. BUILDING H DELRAY BEACH,FL 33445 TEL.: 800-293-2097 RUSSEL J THORNTON RUSSELL J THORNTON FORBESTOWN, CA ANCHOR BOLT PLAN I JOB No 23450 ►7 K M O O ofI _ H PURLIN LAP GENERAL NOTES: 1. ATTACH ROOF PANELS TO FRAMING MEMBERS WITH #12 S.D. SCREWS AS NOTED: 4" O.C.AT RIDGE CAP & END LAPS, 6"O.CATEAVE& 2. USE 12' E" #14 S.D.ASCREWS 24 UOTHER O.C.SINDLA X.)AT PANEL SIDE LAPS WIND LOAD). 3. USEn O.C."W 14 S.D.SD. SCREWS 12 AT ROOF TRIM. 4. USE 12 S.D. SCREWS AT RAKE ANGLE TO PURLIN. "OUT—TO—OU 2 I U W 3'-1 374 3'-1 3/4" ROOF FRAMING PLAN I U W I U W MEMBER TABLE ROOF PLAN MARK SIZE P-1 8X25Z16 E-1 8E14 CB -5 0.25 CBL TRIM TABLE ROOF PLAN OID MARK 1 ISRC274 / ?r\J-61JAJyG` �yO No. C61054 m Ex -31-08 tlr qTF CF A F 4,()F ES S1 f 0� OQ �'�9l No. C61054 Ex 1-06 ROOF SHEETING PANELS: 26 Ga. SX OFCAI-�F�Q Light Stone RUSSEL J THORNTON RUSSELL J THORNTON NMTALE BBUILDINGS 955 N.W. 17TH AVE. FORBESTOWN, CA BUILDING H DATE DWG NO REV DELRAY BEACH,FL 33445 5 5/06 3 OF 8 TEL.: 800-293-2097 ROOF FRAMING JOB No 23450 Eel I1I n1/ In C"M O 2 I 20'-0" 20'-0" I� I 16 J2 I6 I I I I N I I I I G-7 H G-7 0 0 0 0 •I 0 0 0 0 0 I10 0 I 00 i 0 I T1 RA2003 H 1 EC -5 RF1-1 GIRT V-1 3/4" LAPS V-1 3/4" SIDEWALL FRAMING: LINE H (Gutters with 3 downspouts) 4 5 6 O EC -6 SIDEWALL SHEETING & TRIM: LINE H PANELS: 26 Ga. SX — Light Stone GENERAL NOTES: 1. FIELD SLOT FLUSH GIRTS FOR BRACING IF REQURIED). 2. ATTACH WALL PANELS TO FRAMING MEMBERS WITH #12 S.D. SCREWS AS NOTED: 4" O.C. AT BASE & TOP OF PANELS 12" O.C. AT ALL OTHER GIRTS (6" O.C. OVER 110 MPH WIND LOAD). 3. USE #14 S.D. SCREWS 24" O.C. (MAX.) AT PANEL SIDELAPS (12" O.C. OVER 110 MPH WIND LOAD). 4. USE #14 S.D. SCREWS 24" O.C. AT CORNER TRIM. 12" O.C. OVER 110 MPH WIND LOAD). r i 40'-0" OUT—TO—OUT MEMBER TABLE LINE H & A MARK I SIZE G-7 I 8X25Z16 CB -4 I 0.25 CBL TRIM TABLE LINE fi & A *ID MARK 1 BT - 101 2 CT -102 D" 3 SECL4 4 SCB 5 GU -104 ::::I 6 GC -104 N I rl 01 H EC -1 U I EC -6 RF1-1 GIRT V-1 374" LAPS 1'-1 3/4" SIDEWALL FRAMING: LINE A (Gutters with 3 downspouts) Q4 5 g 3 4 O I I I� I I� I I� I I I I I I I I I 0 0 0 0 •I 0 0 0 0 0 0 0 0 00 SIDEWALL SHEETING & TRIM: LINE H PANELS: 26 Ga. SX — Light Stone GENERAL NOTES: 1. FIELD SLOT FLUSH GIRTS FOR BRACING IF REQURIED). 2. ATTACH WALL PANELS TO FRAMING MEMBERS WITH #12 S.D. SCREWS AS NOTED: 4" O.C. AT BASE & TOP OF PANELS 12" O.C. AT ALL OTHER GIRTS (6" O.C. OVER 110 MPH WIND LOAD). 3. USE #14 S.D. SCREWS 24" O.C. (MAX.) AT PANEL SIDELAPS (12" O.C. OVER 110 MPH WIND LOAD). 4. USE #14 S.D. SCREWS 24" O.C. AT CORNER TRIM. 12" O.C. OVER 110 MPH WIND LOAD). r i 40'-0" OUT—TO—OUT MEMBER TABLE LINE H & A MARK I SIZE G-7 I 8X25Z16 CB -4 I 0.25 CBL TRIM TABLE LINE fi & A *ID MARK 1 BT - 101 2 CT -102 D" 3 SECL4 4 SCB 5 GU -104 ::::I 6 GC -104 N I rl 01 H EC -1 U I EC -6 RF1-1 GIRT V-1 374" LAPS 1'-1 3/4" SIDEWALL FRAMING: LINE A (Gutters with 3 downspouts) Q4 5 g 3 4 O I I I I I I I t I z I z I z I ^ z I I 0 0 0 0 0 0 0 0 0 0 0 0 '0'0 Q4pFESSpp GUANG F ° No. 061054 m E _ Exp. 12-31-08 z m op,OFESS/0 O -4 SIDEWALL SHEETING & TRIM: LINE A ���,.�\J - UANG �I�I�y\1 PANELS: 26 Ga. SX — Light Stonee r t No. 061054 m tj iY m .1Ci lie! z' s �31-06 -0ax, VON � OF C A1.IF P 955 N.W. 17TH AVE. BUILDING H DELRAY BEACH,FL 33445 TEL.: 800-293-2097 RUSSEL J THORNTON RUSSELL J THORNTON FORBESTOWN, CA FE - 5/ 5/06—FTiTVG No OF SIDEWALL FRAMING Joe No 23450 i[ I EC -1 EC -2 EC -3 EC -3 ENDWALL FRAMING: LINE. 1 a EC -4 EC -5 12 ENDWALL SHEETING & TRIM: LINE 1 PANELS: 26 Ga. SX - Light Stone GENERAL NOTES: 1. USE BACK-UP PLATE (AK504) FOR BRACING (IF REQUIRED) AT COLD FORMED FRAMING MEMBERS 2. FIELD CUT ENDWALL PANELS AT ROOF PITCH FOR SLOPES GREATER THAN 1:12. 3. SEE SIDEWALL DRAWING FOR ADDITIONAL NOTES & SCREW H30'-0" OUT -TO -OUT OF STEEL 8" 9'-4" F 10'-0" C 9'-4" Q4" F4 12 7 i 8 B ER�3 �► eCI` f C 4 �® G-6 i L6f G-5 G-6 G-5 4 �4 I I 0 E I T1 p., RA2003 — — 2 — j EC -6 EC -7 EC -7 ENDWALL FRAMING: LINE 3 0 5 � � 2 CT -102 3 MT -113 5 RT -101 6 SPB4 7 MT -116 8 JT -101 o WT-Inl FES S/p BOLT TABLE C14 N LINE 1 & 3 LOCATION UAN TYPE DIA LENGTH A 8 ER -1 ER -2 ER -3 ER -4 Cor -Column Raf Int-ColumnjRaf Cor Column Raf 4 4 4 2 2 A325 1 2 1 1/4 -- A325 1/2" 1 1/4" 4ER-3/ER-4 A3 1 25 1/2" 1/4" A325 1/2" 1 1/4" A325 142.1 1 4" { 1 4CON"� LINENIC& 3 PLATES1 C-4 12 ❑ ID MARK PART LO 10- 2 AK400 - 3 D1 4 AK200 5 XCL1 Lu 6 SA005 0 7 Hl 8 1 AB212 �9T CIV11. MEMBER TABLE LINE 1 & 3 MARK SIZE EC -1 EC -2 EC -3 W9541 8X2.5C16 8X25C16 0 4 EC -4 8X25C16 EC -5 W8541 okoFESs EC -6 8X25C16 EC -7 8X25C16 ER -1 8X25C14 ER -2 8X25C14 ER -3 8X25C14 ER -4 8X25C14 co DH -1 8X25C16 _ (r, G-1 8X25Z16 �J FRS. „ a 1U� g TY G-2 G-3 8X25Z16 8X25Z16 EC -6 SHEETING & TRIM: LINE 3 0 G-4 8X25Z16 1 PANELS: 26 Ga. SX - Light Stone P APPROVED G-5 8X25Z16 G-6 8X25Z16 CB -1 0.38 -CBL Ml CB -2 0.38 -CBL 2 CT -102 3 MT -113 5 RT -101 6 SPB4 7 MT -116 8 JT -101 o WT-Inl FES S/p cl, C14 N = cq N C-4 LO 10- No. C61054 m Lu -31-08 0 �9T CIV11. F OFC okoFESs UANG 9�F co _ (r, No. C61054 m FRS. „ a 1U� g TY cc -31-06 -0 ENDWALL SHEETING & TRIM: LINE 3 0 1 PANELS: 26 Ga. SX - Light Stone P APPROVED �OF CpL\FO RUSSEL J THORNTON Ml RUSSELL J THORNTON METAL BUILDINGS 955 N.W. 17TH AVE. FORBESTOWN, CA BUILDING H DELRAY BEACH,FL 33445 AT DWG No 5 5/-0-6 5 OF 8 REV TP -1 -- RCnn-293-2097 ENDWALL FRAMING JOB No 23450 SPLICE PLATES & BOLTS Splice Quan _,a -----Bolt---- Plate Size Mark Top/Bot/Int Type Dia Len Wid Thick Length SP- 2 4 4 0 A325 0.625 2.00 6" 1/2'" 1'-5 1/4" OFLANGE BRACES: Both Sides(U.N.) FBxxB(1)) xx=length(in) B-LA15X12 Q4" 12 8 1/ - 'S/4" 11-1 _ 12 GENERAL NOTES: CONSTRUCTION NOTES FOR THE RIGID FRAMES. 1. ALL FIELD CONNECTIONS OF PRIMARY FRAMING MEMBERS SHALL BE BOLTED. WITH A325 H. S. BOLTS AND INSTALLED BY THE 'TURN OF THE NUT' METHOD. 2. ALL FIELD .CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A307 MACHINE BOLTS. 3. WELDING PROCESSES USED BY MANUFACTURER ARE IN ACCORDANCE WITH SEC. 1.3 OF AWS D 1.1. Q�pFESS/pN\ .GUANC`� FG c, No. 061054 w 1-08 cL ON CIVIL �rFOF CFdQ PpFESS/pN 1/4- QJ,�.GUAArC`<2 CO No. C61054 m 1-06 FOR FRAME LINE 2 RA RUSSEL J THORNTON RUSSELL J THORNTON METAL BUILDINGS 955 N.W. 17TH AVE. FORBESTOWN, CA BUILDING H T—DU No DELRAY BEACH,FL 33445 5 5/06 6 OF E TEL.: 800-293-2097 RIGID FRAME ELEVATION of C JOB No 23450 j MEMBER SIZE TABLE in WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE MARK START END THICK LENGTH W x T x LEN W x T x LEN RF1-1 12.0/12.0 0.134 105.8 5x3 16 x119.5 5 8 xJ05.8 x3 12.0/12.0 0.250 17.7 6x 16"x 21.5 RF1-2 10.0/10.0 0.134 169.4 5x1/4" x112.0 5x3/8" x115.4 5x3 16"x 54.0 5x3 16"x 50.6 1 4" 829 121 J/ 12 GENERAL NOTES: CONSTRUCTION NOTES FOR THE RIGID FRAMES. 1. ALL FIELD CONNECTIONS OF PRIMARY FRAMING MEMBERS SHALL BE BOLTED. WITH A325 H. S. BOLTS AND INSTALLED BY THE 'TURN OF THE NUT' METHOD. 2. ALL FIELD .CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A307 MACHINE BOLTS. 3. WELDING PROCESSES USED BY MANUFACTURER ARE IN ACCORDANCE WITH SEC. 1.3 OF AWS D 1.1. Q�pFESS/pN\ .GUANC`� FG c, No. 061054 w 1-08 cL ON CIVIL �rFOF CFdQ PpFESS/pN 1/4- QJ,�.GUAArC`<2 CO No. C61054 m 1-06 FOR FRAME LINE 2 RA RUSSEL J THORNTON RUSSELL J THORNTON METAL BUILDINGS 955 N.W. 17TH AVE. FORBESTOWN, CA BUILDING H T—DU No DELRAY BEACH,FL 33445 5 5/06 6 OF E TEL.: 800-293-2097 RIGID FRAME ELEVATION of C JOB No 23450 j -L-LDIL 11 ` y Q9 CABLE CONN. AT JAMB OF OPENING METAL BUILDING1 955 N.W. 17TH AVE. BUILDING H DELRAY BEACH,FL 33445 TEL.: 800-293-2097 RUSSEL J THORNTON RUSSELL J THORNTON FORBESTOWN, CA Detail Page QPaF FSs�oN ��'Q� �J�•GU A ryG`� ��� w No. C61054 m N4�, UF C OPpFESS/pN4 UANG l No. C66611054 m �Xa!fZ-31�1fi T PF C ,JOB No 23450 *i 0 0 TOP BOLTS, SEE PURLIN FIELD DRILL 0 0 CROSS SECTION BOLTED END PLATE^—TOP O O BOLTS, SEE O O 0 0 --INTERMEDIATE BOLTS, TOP FLANGE CROSS SECTION XCL1 IF REQ'D O O INTERMEDIATE BOLTS, GI RT BOTTOM BOLTS, SEE WEB F REQ'D O O CROSS SECTION 1/2" x 1 1/4' BOTTOM O 0A307 �"—BOTTOM BOLTS, SEE BOLTS FLANGE O O CROSS SECTION BOLTED END PLATE CONNECTION U 2 AT BUILDING PEAK BOLTS FOR RAFTER TO W5 GABLE GIRT TO PURLIN U3 COLUMN CONNECTION METAL BUILDING1 955 N.W. 17TH AVE. BUILDING H DELRAY BEACH,FL 33445 TEL.: 800-293-2097 RUSSEL J THORNTON RUSSELL J THORNTON FORBESTOWN, CA Detail Page QPaF FSs�oN ��'Q� �J�•GU A ryG`� ��� w No. C61054 m N4�, UF C OPpFESS/pN4 UANG l No. C66611054 m �Xa!fZ-31�1fi T PF C ,JOB No 23450 *i DESCALC.out MBMI 955 N.W. 17TH AVE. BLDG. H DELRAY BEACH, FL 33445 STRUCTURAL DESIGN CALCULATIONS FOR RUSSEL J THORNTON 133 HEALANI PLACE PUKALANI, HI 96768 RUSSELL J THORNTON �i vI FARBfSirtfN , CA 23450 t �s BUILDING DATA Width (ft) = 30.0 Length (ft) = 40.0 Eave Height (ft) = 10.5/ 10.5 l (®� Roof Slope (rise/12) = 4.00/ 4.00 Dead Load (psf ) = 2.0 Roof Live Load (psf )= 20.0 Frame Live Load (psf )= 16.0 Collat. Load (psf ) = 1.0 Snow Load (psf ) = 30.0 Wind Speed(mph ) = 85.0 Wind Code = CBC 01 Closed/open = c Exposure = c Importance - Wind = 1.00 Importance - seismic = 1.00 �pFESS/p seismic Zone = 4 Q Nq seismic Coeff (Ca) = 0.36 QJ��'OA Designer = j co -------------- i0No.C51054 m LU Exp. 12-31-08 8/14/07 23450 — Design Loads For Each Building Component: 8/14/07 6:07pm FRONT SIDEWALL: Page 1 BASIC LOADS: Basic wind -Load -Ratio Wind Deflect Factor 19.6 1.00 1.00 WIND PRESSURE/SUCTION: wind wind wind Press Suct Long 17.6 -17.6 23.5 -23.5 17.6 -17.6 25.5 -25.5 BACK SIDEWALL: --------------- BASIC LOADS: Basic Wind -Load -Ratio wind Deflect Factor 19.6 1.00 1.00 WIND PRESSURE/SUCTION: wind Wind wind Press Suct Long 17.6 -17.6 23.5 -23.5 17.6 -17.6 25.5 -25.5 LEFT ENDWALL: -------------- BASIC LOADS: Dead Collat Load Load 2.0 1.0 DESCALC.out ----- Edge_Strip_Ratio----- zone Col/ width Girt Panel Jamb 3.00 1.00 1.00 1.00 .. Girt/Header .. Panel .. Jamb .. Parapet ----- Edge_Strip_Ratio----- zone Col/ width Girt Panel Jamb 3.00 1.00 1.00 1.00 .. Girt/Header .. Panel .. Jamb .. Parapet ---Edge_Strip_Ratio----- Live snow Basic wind -Load -Ratio zone Col/ Load Load wind Deflect Factor width Girt Panel Jamb 16.0 30.0 19.6 1.00 1.00 3.00 1.00 1.00 1.00 BASIC LOADS AT EAVE: Seis ---Torsion--- Load wind Seismic 0.13 0.00 0.00 WIND PRESSURE/SUCTION: Wind wind Long Press Suct Left 17.6 -17.6 .. Column 17.6 -17.6 .. Girt/Header 17.6 -17.6 .. Jamb 23.5 -23.5 .. Panel 25.5 -25.5 .. Parapet WIND COEFFICIENTS: Surf Rafter -wind -1 Id Left Right 1 0.80 -0.50 2 -0.90 -0.70 3 -0.70 -0.90 4 -0.50 0.80 Rafter_Wind_2 Bracing_Wind. Long Left Right Left Right wind 0.80 -0.50 0.80 -0.50 0.00 0.30 -0.70 0.30 -0.70 -0.70 -0.70 0.30 -0.70 0.30 -0.70 -0.50 0.80 -0.50 0.80 0.00 Page 2 surface Friction 0.00 0.00 0.00 0.00 DESCALC.out COLUMN & BRACING DESIGN LOADS: Load Rafter -wind Brace -wind Long column -wind Aux_Load No. Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 8 1 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0 0.00 3 1.00 0.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0 0.00 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0 0.00 5 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 6 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 RAFTER DESIGN LOADS: Load Rafter -Wind -1 Rafter -wind -2 Long Aux_Load No Id Dead Coll Live Snow Left Right Left Right wind seis Id Coef 7 1 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 0.000.00 1.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 0.000.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 5 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 RIGHT ENDWALL: -------------- BASIC LOADS: '--Edge_Strip_Ratio----- Dead Collat Live Snow Basic wind -Load -Ratio zone Col/ Load Load Load Load wind Deflect Factor width Girt Panel Jamb 2.0 1.0 16.0 30.0 19.6 1.00 1.00 3.00 1.00 1.00 1.00 BASIC LOADS AT EAVE: Seis ---Torsion--- Load wind seismic 0.13 0.00 0.00 WIND PRESSURE/SUCTION: Wind wind Press Suct 17.6 -17.6 .. Column 17.6 -17.6 Girt/Header 17.6 -17.6 .. Jamb 23.5 -23.5 .. Panel 25.5 -25.5 .. Parapet WIND COEFFICIENTS: Surf Rafter -wind -1 Rafter_wind_2 Bracing -wind Long Surface Id Left Right Left Right Left Right Wind Friction J 1 0.80 -0.50 0.80 -0.50 0.80 -0.50 0.00 0.00 2 -0.90 -0.70 0.30 -0.70 0.30 -0.70 -0.70 0.00 3 -0.70 -0.90 -0.70 0.30 -0.70 0.30 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 -0.50 0.80 0.00 0.00 COLUMN & BRACING Load No. Id Dead Coll 8 1 1.00 1.00 2 1.00 0.00 3 1.00 0.00 4 1.00 0.00 5 1.00 0.00 DESIGN LOADS: Rafter -wind Brace -Wind Live Snow Left Right Left Right 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 Page 3 Long Column -wind wind Press suct 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Aux_Load Sells Id Coef 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 DESCALC.OUt 6 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 RAFTER DESIGN LOADS: Load Rafter -Wind -1 Rafter -wind -2 No Id Dead Coll Live Snow Left Right Left Right 7 1 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 4 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 5 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 6 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 ROOFDES: BASIC LOADS: Dead Collat Live Load Load Load 2.0 1.0 20.0 Long wind Aux_Load wind Seis Id Coef 0.00 0.00 0 0.00 0.00 0.00 0 0.00 0.00 0.00 0 0.00 0.00 0.00 0 0.00 0.00 0.00 0 0.00 0.00 1.00 0 0.00 0.00 -1.00 0 0.00 Snow Basic wind -Load -Ratio surface Seis Load wind Deflect Factor Friction Factor Snow 30.0 19,6 1.00 1.00 0.00 1.000 0.25 WIND PRESSURE/SUCTION: wind wind wind Press Suct Suct_Roof 0.0 -19.6 0.0 -51.0 0.0 -25.5 15.7 -9.8 -13.7 15.7 -9.8 25.5 -25.5 15.7 EDGE & CORNER ZONE WIND: .. Purlins .. Gable Extensions .. Panels .. Long Bracing, Building .. Long Bracing, wall Edge zone .. Long Bracing, Facia/Parapet -------- Left -End -------- ------center------ -------- Right -End -------- surface ---- Coeff--- ---- Coeff--- ---- Coeff--- Id Loc width Length Purlin Panel width Purlin Panel width Length Purlin Panel 2 L 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 C 15.81 0.00 1.00 1.00 15.81 1.00 1.00 15.81 0.00 1.00 1.00 R 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 3 L 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 C 15.81 0.00 1.00 1.00 15.81 1.00 1.00 15.81 0.00 1.00 1.00 R 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 PURLIN DESIGN LOADS: Surf No. Load wind wind Aux_Load id Loads Id Dead collat Live snow Press suct Id Coef 2 2 1 1.00 1.00 0.00 1.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 0.00 0.00 1.00 0 0.00 3 2 1 1.00 1.00 0.00 1.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 0.00 0.00 1.00 0 0.00 BRACING DESIGN LOADS: No. Load wind wind Seis Aux_Load Loads Id Dead Collat Live snow Press Suct Load id Coef 4 1 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0 0.00 2 1.00 0.00 0.00 0.50 1.00 1.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 0.50 0.50 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0 0.00 RIGID FRAME #1: BASIC LOADS: Page 4 DESCALC.Out Basic Defl Dead Live Snow Collateral wind Ratio 2.0 16.0 30.0 1.0 19.6 1.00 BASIC LOADS AT EAVE: -Seismic-- weak-Axis_L weak-Axis_R --Torsion---EW-Brace-- Load SpcEP Wind Seis wind seis wind seis wind Seis 0.14 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WIND COEFFICIENTS: surf--wind-1--- --Wind-2--- Long wind surface Id Left Right Left Right 1 2 Friction 1 0.80 -0.50 0.80 -0.50 -0.70 -0.70 0.00 2 -0.90 -0.70 0.30 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.90 -0.70 0.30 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 -0.70 -0.70 0.00 DESIGN LOADS: Load wind_1---Wind_2-- Long -wind -seismic-- Aux_Load No. Id Dead Coll Live Snow Lt Rt Lt Rt Lt Rt Long Tran Id Coef 15 1 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.50 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 0 23450 Reactions, Anchor Bolts, & Base Plates: 8/14/07 6:07pm -----Foundation-Loads(k )----- --------- ----------------- Frame Col Max_Pos_val Max-Neg_Val Anc._BOlt Base -Plate Line Line id Horz Vert Id Horz Vert No. Diam width Len Thick - ----- 1 ------ A -- 8 ----- 0.0 ----- -6.6 -- 8 ----- --- 0.0 -6.6 4 0.750 6.00 8.00 0.375 9 0.0 7.2 1 B 9 0.6 -6.4 10 -0.6 -1.2 2 0.625 5.00 5.75 0.375 8 0.6 8.4 9 0.6 -6.4 I D 11 0.8 -0.8 10 -0.8 -0.5 2 0.625 5.00 5.75 0.375 " 3 0.0 2.2 11 0.8 -0.8 1 E 12 0.8 -0.7 10 -0.8 -0.5 2 0.625 5.00 5.75 0.375 3 0.0 2.2 12 0.8 -0.7 1 G 12 0.6 -1.7 10 -0.6 -1.3 2 0.625 5.00 5.75 0.375 3 0.0 3.0 12 0.6 -1.7 1 H 11 0.0 0.2 4 0.750 6.00 8.00 0.375 ----- 3 ------ H -- 11 ----- 0.0 ----- -0.8 -- 11 ----- ----- 0.0 -0.8 --- 2 ----- 0.625 ----- 5.00 ----- 5.75 ----- 0.375 3 0.0 1.3 3 F 11 1.1 -1.5 10 -1.1 -1.1 2 0.625 5.00 5.75 0.375 3 0.0 4.0 11 1.1 -1.5 3 C 12 1.1 -1.5 10 -1.1 -1.1 2 0.625 5.00 5.75 0.375 Page 5 Page 6 DESCALC.OUt 3 0.0 4.0 12 1.1 -1.5 3 A 12 0.0 -0.8 12 0.0 -0.8 2 0.625 5.00 5.75 0.375 3 0.0 1.3 2 A 1 6.4 12.3 2 -5.1 -0.8 4 0.750 8.00 13.25 0.375 3 4.5 12.8 4 -5.1 -6.2 2 H 5 5.1 -0.8 6 -6.4 12.3 4 0.750 8.00 13.25 0.375 3 -4.5 12.8 7 5.1 -6.2 ----------------------------------------------------------------------------- Load Load Id Combination 1 - ---------- DL+CL+SL+WR2/2 2 DL+WL2 3 DL+CL+SL 4 DL+WL1 5 DL+WR2 6 DL+CL+SL+WL2/2 7 DL+WR1 8 DL+SL/2+WL2+WS 9 DL+SL/2+WR2+wS 10 DL+WP+Lnwndl 11 DL+WLI+WS 12 DL+WRI+WS BRACING/PANEL SHEAR REACTIONS: ------------------------------ ------Reactions(k )------- Panel ---Wall-- Col ----wind---- --Seismic--- shear Loc Line Line Horz Vert Horz Vert (1b/ft) L_EW 1 A ,B 2.40 7.06 0.13 0.38 F_SW H 1 ,2 2.49 1.10 0.20 0.09 R_Ew 3 F ,C 2.40 2.82 0.13 0.15 B_sW A 2 ,1 2.49 1.10 0.20 0.09 23450 Additional Reactions Report: 8/14/07 6:07pm Rigid Frame Column Reactions Frame Col ---Dead--- collateral ---Live--- ---Snow--- -Wind-L1-- Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- 2 ------ ----- ----- ----- A 0.4 1.1 0.1 ----- 0.4 ----- 2.1 ----- ----- 6.0 4.0 ----- ----- ----- 11.3 -5.5 -7.3 2 ------------------------------------------------------------------------------ H -0.4 1.1 -0.1 0.4 -2.1 6.0 -4.0 11.2 -0.7 -4.4 Page 6 Endwall Column Reactions ------------------------- Frame Col -Raf_wind_L- -Raf_wind-R- DESCALC.out --Seismic-L- --Seismic-R- Line Line Frame Col -Wind_R1-- -wind-L2-- -wind-R2-- -Lnwind-l- Vert -Lnwind-2- Line Line ------ Horz Vert ----- ----- Horz Vert Horz Vert Horz Vert Horz Vert 2 A ----- 0.7 -4.4 ----- -5.5 ----- -1.9 ----- 3.7 -1.0 ----- ----- 0.3 -6.2 ----- 0.3 ----- -6.2 2 ------------------------------------------------------------------------------ H 5.5 -7.3 -3.7 -1.0 5.5 -1.9 -0.3 -6.2 -0.3 -6.2 Frame Col seismic -L- seismic -R- Ln 0.0 -0.6 0.0 -0.9 Line Line ------ Horz Vert Horz Vert -Seismic Horz Vert G 0.0 -1.5 0.0 2 A ----- ----- ----- -0.1 -0.1 ----- 0.1 ----- 0.1 ----- 0.0 -0.2 1 H 0.0 0.0 2 ------------------------------------------------------------------------------ H -0.1 0.1 0.1 -0.1 0.0 -0.2 0.0 3 H 0.0 -0.9 0.0 Endwall ------------------------- Column Reactions 0.0 0.0 0.0 3 F 0.0 -1.8 0.0 -1.5 -1.4 0.0 -0.4 out-of_Plane 0.3 Frame Col Dead Coll Live snow -Brc-wind-L--Brc_wind-R- wind wind Line ----- Line ---- Vert Vert Vert ---- ----- Vert Horz Vert Horz Vert -P Horz -s Horz 1 A ----- 0.1 0.0 0.0 ----- 0.0 ----- 0.0 ----- ----- -7.0 0.0 ----- ------ 7.3 ------ 0.0 0.0 1 B 0.2 0.1 1.4 2.7 0.0 7.1 0.0 -8.3 -0.6 0.6 1 D 0.2 0.1 1.0 1.9 0.0 1.0 0.0 -1.4 -0.8 0.8 1 E 0.2 0.1 1.0 1.9 0.0 -0.9 0.0 0.6 -0.8 0.8 1 G 0.2 0.1 1.4 2.7 0.0 -1.4 0.0 0.5 -0.6 0.6 1 H 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 H 0.1 0.0 0.6 1.1 0.0 0.4 0.0 -0.6 0.0 0.0 3 F 0.3 0.1 1.9 3.5 0.0 -2.4 0.0 1.4 -1.1 1.1 3 C 0.3 0.1 1.9 3.5 0.0 1.4 0.0 -2.4 -1.1 1.1 3 ------------------------------------------------------------------------------ A 0.1 0.0 0.6 1.1 0.0 -0.6 0.0 0.4 0.0 0.0 Endwall Column Reactions ------------------------- Frame Col -Raf_wind_L- -Raf_wind-R- Lnwind --Seismic-L- --Seismic-R- Line Line Horz ---- Vert ----- Horz Vert Vert Horz Vert Horz Vert 1 A 0.0 0.1 ----- 0.0 ----- 0.1 ------ 0.0 ----- 0.0 ----- -0.8 ----- 0.0 ----- 0.9 1 B 0.0 -1.9 0.0 -1.6 -1.5 0.0 0.7 0.0 -0.8 1 D 0.0 -1.0 0.0 -0.5 -0.7 0.0 0.1 0.0 -0.1 1 E 0.0 -0.6 0.0 -0.9 -0.7 0.0 0.0 0.0 0.0 1 G 0.0 -1.5 0.0 -1.9 -1.5 0.0 0.0 0.0 0.0 1 H 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 H 0.0 -0.9 0.0 -0.7 -0.7 0.0 0.0 0.0 0.0 3 F 0.0 -1.8 0.0 -1.5 -1.4 0.0 -0.4 0.0 0.3 3 C 0.0 -1.5 0.0 -1.8 -1.4 0.0 0.3 0.0 -0.4 3 - ------------------------------------------------------------------------------ A 0.0 -0.7 0.0 -0.9 -0.7 0.0 0.0 0.0 0.0 ________________________________________________________________________________ 23450 seismic Design Report: 8/14/07 6:07pm Page 7 Building Data DESCALC.out Code ------ =CBC 01 (k Omega= ) Length = 40.00 Force, v = width = 30.00 Left Eave Height = 10.50 (k ) Right Eave Height = 10.50 seismic --------------- Formula Front R = W = Base shear, v = 3.0*Ca*W/R 2.20 Shear Force, E = Omega*v 0.20 (k zone/Design Category= 3 Force, Ca = 0.100 ) seismic -------------------- Dead Load, w R = W = 5.60 3.81 , (k snow Factor = 0.250 Force, v = Roof Snow = 30.00 (psf ) Roof Dead+collat = 3.00 (psf ) Frame Dead = 2.00 (psf ). Roof Total = 12.50 (psf ) L_EW Dead = 2.00 (psf ) F_SW Dead = 2.00 (psf ) R_EW Dead = 2.00 (psf ) B_SW Dead = 2.00 (psf ) Seismic Forces -------------- Roof Bracing weig t= 15.00 (k ) Weight= 0.39 (k ) Weight= 0.42 (k ) Weight= 0.39 (k ) Weight= 0.42 (k ) Total = 16.62 (k ) R = W = 5.60 15.78 (k Omega= ) 2.20 Force, v = 0.85 (k ) Force, E = 1.86 (k ) Sidewall Bracing Front R = W = 5.60 3.81 , (k Omega= ) 2.20 Forte, v = 0.20 (k ) Force, E = 0.45 (k ) Back R = W = 5.60 3.81 , (k omega= ) 2.20 Force, v = 0.20 (k ) Force, E = 0.45 (k ) Endwall Bracing Left R = W = 5.60 2.43 , (k omega= ) 2.20 Force, V = 0.13 (k ) Force, E = 0.29 (k ) Right R = W = 5.60 2.43 (k Omega= ) 2.20 Force, v = 0.13 (k ) Force, E = 0.29 (k ) Rigid Frames Frame 1 R = W = 4.50 4.20 , (k omega= ) 1.00 Force, v = 0.28 (k ) Page 8 weig t= 15.00 (k ) Weight= 0.39 (k ) Weight= 0.42 (k ) Weight= 0.39 (k ) Weight= 0.42 (k ) Total = 16.62 (k ) DESCALC.out Force, E = 0.28 (k ) End Plates Frame omega= 2.80 Page 9 23450 Rigid Frame Design Code 8/14/07 6:07pm STRUCTURAL CODE: Design Basis WS Hot Rolled Steel AISC89 Cold Formed Steel AISI89 BUILDING CODE: Wind Code CBC Year 01 Seismic Zone 4 MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi ) Cold Formed Steel 29000 (ksi ) --------------- 23450 Base Plate and Anchor Bolt Design 8/14/07 6:07pm BASE PLATE & BOLT SIZE: ----------------------- --Column_Base----Plate_Size(in)----Bolts(A307 )- Loc. Typ Depth Width Length Thick Row Diam Gage ----- --- ----- ----- ------ ----- --- ----- ---- Left P 12.6 8.0 13.25 0.375 2 0.750 4.00 Right P 12.6 8.0 13.25 0.375 2 0.750 4.00 BASE REACTIONS: --------------- Column -Max_Comp- Inside_Flange_To_Base -Max _Tens- -Max Shear -Weak Axis -- Loc. ------ Ld --- Fy(k ) ------ Ld --- Fy(k ) Ld Fx(k ) Tens Moment Left 1 12.8 2a ------ -6.2 --- ------ lla 6.4 ----- 0.0 ------ 0.0 Right 1 12.8 3a -6.2 10a 6.4 0.0 0.0 WELDS: Outside_Flange_To_Base Inside_Flange_To_Base ----- Web—To Base ----- Base Shear(k/in ) Shear(k/in ) _ Shear(k/in ) Id ----- Size Typ Calc Allow ----- --- ----- ----- Size Typ ----- --- Calc Allow ----- ----- Size Typ Calc Allow ----- Left 0.188 F2 0.23 4.33 0.188 F2 0.23 4.33 --- ----- ----- 0.188 F1 0.40 2.78 Right 0.188 F2 0.23 4.33 0.188 F2 0.23 4.33 0.188 Fl 0.40 2.78 23450 Bolted -End -Plate Design 8/14/07 6:07pm Splice Member Web -Splice(in)- Ten ---Load(k ,f -k )-- ----Bolts(A325 )----- Id Typ Loc. Depth Width Thick Loc Id Axl Shr Mom Row Diam Space Gage ------ 1 VEE ------ 1- 2 ----- 10.00 ----- 6.0 ----- 0.750 --- Top -- 1 --- 5 --- 12 ---- 41 --- 2 ----- 0.750 ----- 3.50 ----- 2.75 Bot 8a -1 -1 31 2 0.750 3.50 2.75 2 -EE 2- 3 10.54 6.0 0.500 Top 2a -3 -1 5 2 0.625 3.50 2.75 Bot 1 5 0 18 2 0.625 3.50 2.75 3 VEE 3- 4 10.00 6.0 0.750 Top 1 5 -12 41 2 0.750 3.50 2.75 Bot 9a -1 1 31 2 0.750 3.50 2.75 WELDS: Outside Flange_To_Bep Inside_Flange_To_Bep ----- Web -To _Bep----- Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Allow Size Typ Calc Allow Size Typ Calc Allow -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.188 F2 3.20 5.56 0.313 F2 2.75 9.28 0.188 F1 1.16 2.78 1 R 0.188 F2 4.03 5.56 0.313 F2 2.64 9.28 0.188 Fl 1.16 2.78 2 L 0.188 F2 0.36 5.56 0.188 F2 1.64 5.56 0.188 Fl 0.04 2.78 2 R 0.188 F2 0.36 5.56 0.188 F2 1.64 5.56 0.188 F1 0.04 2.78 3 L 0.188 F2 4.03 5.56 0.313 F2 2.64 9.28 0.188 F1 1.16 2.78 3 R 0.188 F2 3.20 5.56 0.313 F2 2.75 9.28 0.188 F1 1.16 2.78 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 23450 Stiffener Report 8/14/07 6:07pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Stiffener Yield = 55.0 (ksi ) STIFFENER SIZE: --------------- ----Stiffener— --Web(in)-- -Stiffener_Size(in)- Location No. Depth Thick Width Thick Length ---------- -- ----- ----- ----- ----- ------ Left Col 1 12.00 0.134 2.50 0.250 12.00 Right Col 1 12.00 0.134 2.50 0.250 12.00 STIFFENER DESIGN: ----------------- Stiffener ---Tension(k )---- -Compression(k )- Max Location Load Calc Allow Load Calc Allow UC ---------- ---- ----- ----- ---- ----- ----- ---- Left Col 8 35.8 55.0 11 63.9 73.6 0.87 Right Col 9 35.8 55.0 10 63.9 73.6 0.87 WELDS: --- Stiff_To_Flg/EP--- ----- Stiff -To -Web ---- Stiffener Shear(k/in ) Shear(k/in ) Location Size Typ Calc Allow Size Typ Calc Allow Left Col 0.250 F1 5.37 7.42 0.188 F1 2.00 2.78 Right Col 0.250 F1 5.37 7.42 0.188 F1 2.00 2.78 23450 Flange Brace Report 8/14/07 6:07pm Flange Brace Yield 36.0 ksi Girt/Purlin Yield= 55.0 ksi Flange Brace Bolt = 0.500 (A307 ) Surf No Web Brace Calc--Brace_UC-- Conn Id Brace Loc Side Part Depth Dist Force Comp Tens UC 1 0 2 2 1 1 L2X15X12 10.00 28.00 0.57 0.37 0.15 0.29 3 1 L2X15X12 10.00 28.00 0.10 0.06 0.03 0.05 3 2 1 1 L2X15X12 10.00 28.00 0.10 0.06 0.03 0.05 3 1 L2X15X12 10.00 28.00 0.57 0.37 0.15 0.29 4 0 23450 Weld Report: Web To Flange 8/14/07 6:07pm --Calc Max -Weld Shear-- ------- Weld _Provided ------ Member Segment Section Load Shear Size Shear No. Id Id Id Id (k/in ) (in) (k/in ) Type Side -------------------- ------------- ----- ------ ---- ---- 1 1 1 11 0.49 0.188 3.71 F 1 2 2 4 1 0.86 0.188 2.78 F 1 2 3 8 12 0.33 0.188 3.71 F 1 3 4 9 13 0.33 0.188 3.71 F 1 3 5 13 1 0.86 0.188 2.78 F 1 4 6 16 10 0.49 0.188 3.71 F 1 23450 Special Segment Report 8/14/07 6:07pm FLANGE PLATE:(a) ---------------- --Initial-- -Required-- Width Thick Width Thick Locate (in) (in) (in) (in) Lt Col 5.0 0.188 6.0 0.188 Rt Col 5.0 0.188 6.0 0.188 WEB PLATE:(b) ------Load------ Initial Required Axial Moment Thick Thick Locate Id (k ) (f -k ) (in) (in) Lt Col 1 8.0 41.3 0.134 0.250 Rt Col 1 8.0 41.3 0.134 0.250 23450 ----Design Summary Report 8/14/07 6:07pm FRAME: Id = 1 Type = RF Line Id= 2 MEMBERS: Mem Segl Flange (Web_Depthl Plate_ Thickness I Max_UCV I Max UCO I Max_UCI Id Id I Len WidlStrt Endl Web 0-flg I-flglId Ld UcvlId Ld Uco11d Ld Uci -- ----- ----- -- -- --- -- -- ---- - 1 1 10.0 5.0 12.0 12.00.134 0.188 0.375 1 11 0.28 3 1 0.88 3 1 0.90 2 2 9.3 5.010.0 10.0 0.134 0.250 0.375 4 1 0.49 4 1 0.91 4 1 0.89 2 3 5.0 5.0 10.0 10.0 0.134 0.188 0.188 8 12 0.16 8 1 0.75 7 9 0.52 3 4 5.0 5.0 10.0 10.0 0.134 0.188 0.188 9 13 0.16 9 1 0.75 10 8 0.52 3 5 9.3 5.0 10.0 10.0 0.134 0.250 0.375 13 1 0.49 13 1 0.91 13 1 0.89 4 6 10.0 5.0 12.0 12.0 0.134 0.188 0.375 16 10 0.28 14 1 0.88 14 1 0.90 No. Cycles For Plate Optimization= 6 LOAD COMBINATIONS: 1 - DL+CL+SL 8 - DL+WL2 9 - DL+WR2 10 - DL+CL+SL+WL2/2 11 - DL+CL+SL+WR2/2 12 - DL+SL/2+WL2 13 - DL+SL/2+WR2 WEIGHTS: Member ---------- 1 2 3 4 Weight ---- ---- ---- ---- (lb) 152 195 195 152 Total Weight (lb) Frame Members = 693 Interior Col. = 0 Conn. Plates = 115 Base Plates = 23 Trans Stiff = 0 831 REACTIONS: (Sidewall Columns) Load --------- Left --------- Id Fx(k ) _Column Fy(k ) Fz(k ) M(f-k } 1 4.53 12.78 0.00 0.00 2 -5.13 -6.20 0.00 0.00 3 1.07 -3.29 0.00 0.00 4 1.78 9.11 0.00 0.00 5 4.89 10.57 0.00 0.00 6 -3.11 -0.57 0.00 0.00 7 3.09 2.33 0.00 0.00 8 -5.14 -0.77 0.00 0.00 9 4.01 0.10 0.00 0.00 10 1.78 11.83 0.00 0.00 11 6.35 12.26 0.00 0.00 12 -3.12 4.86 0.00 0.00 13 6.02 5.72 0.00 0.00 14 0.35 1.43 0.00 0.00 15 0.63 1.63 0.00 0.00 DEFLECTIONS : (in) DEFLECTIONS RATIO: Lateral Defl id @ Top Of Col Vert Defl i Left Right @ Midspan 360 360 352 ---------Right Column-------- Fx(k ) Lateral Defl Fz(k ) ------- Load @ Top Of Col Vert Defl Id ---- Left Right @ Midspan 1 ---- -0.33 ----- 0.33 --------- -1.02 2 0.82 0.58 0.37 3 -0.58 -0.82 0.37 4 0.09 0.61 -0.80 5 -0.61 -0.09 -0.80 6 0.67 0.73 -0.08 7 -0.73 -0.67 -0.08 8 1.60 1.56 0.06 9 -1.56 -1.60 0.06 10 0.48 1.10 -0.95 11 -1.10 -0.48 -0.95 12 1.45 1.71 -0.40 13 -1.71 -1.45 -0.40 14 0.02 0.10 -0.11 15 -0.10 -0.02 -0.11 DEFLECTIONS RATIO: Lateral Defl id @ Top Of Col Vert Defl i Left Right @ Midspan 360 360 352 ---------Right Column-------- Fx(k ) Fy(k ) - -- Fz(k ) ------- M(f-k ) -4.53 12.78 0.00 ------- 0.00 -1.07 -3.29 0.00 0.00 5.13 -6.20 0.00 0.00 -4.89 10.57 0.00 0.00 -1.78 9.11 0.00 0.00 -3.09 2.33 0.00 0.00 3.11 -0.57 0.00 0.00 -4.01 0.10 0.00 0.00 5.14 -0.77 0.00 0.00 -6.35 12.26 0.00 0.00 -1.78 11.83 0.00 0.00 -6.02 5.72 0.00 0.00 3.12 4.86 0.00 0.00 -0.63 1.63 0.00 0.00 -0.35 1.43 0.00 0.00 2 145 206 966 3 206 145 966 4 1316 196 452 5 196 1316 452 6 178 164 4351 7 164 178 4351 8 74 76 6414 9 76 74 6414 10 249 108 377 11 108 249 377 12 82 70 902 13 70 82 902 14 4873 1231 3220 15 1231 4873 3220 MAX DEFLECTION: Type Deflect Span/Deflect Limit Live Vertical -0.91 396. 180. Horizontal Drift -1.71 70. 60. 23450 Rigid Frame Clearances 8/14/07 6:07pm VERTICAL CLEARANCE: ------------------- Location Span X Coord Y Coord ------------------------ ---------------------- Left—Col 9105-01" 1108-14" 9105-01" Right_Col 9105-01" 28103-02" 9105-01" Midspan 13110-05" 15100-00" 13110-05" HORIZONTAL CLEARANCE: --------------------- Location Span X_Coordl X_Coord2 -------- Left—Col - Right Col 26106-06" 1108-13" 28103-03" -------------------------------------------------------------------------------- 23450 Rigid Frame Design Warnings 8/14/07 6:07pm -------------------------------------------------------------------------------- No Warnings IldIlmtcolm ]Lmg Civil Engineering and Environmental Services 568E Main Street Suite D, Grass Valley, CA 95945 Phone (530) 273-0503 Fax (530) 274-3415 September,, 2007 Proiect: APN ,041-480-022 Permit Number: Design Condit' n Ground Snow Load 30 psf Vertical Seismic Snow Load Reduction = 0 psf 75% A Seismic Zone = 3 Wind Load = 75 MPH ;Exposure B Soil Bearing Capacity = 1500 psf r „j Design Calculations - ®avid L. Lincoln,' P.E._ Lincoln & Long Civil Engineering and - Environmental Services bb vd€ w 'y'Pa'x 568 E. Main Street, Suite D�� s} Grass Valley, CA 95945 -: � n (530) 273-0503 Calculations in accordance with UBC 1997 Structural Provis s --and the 2001 CBC. ® Note: Refer to Simpson Wood ConstructionConnectors Manual for installation specificati_ons.' civil engineering / environmental engineering / surveying /-septic systems /`structural engineering,/ use permits / subdivisions / parcel splits / -lot line adjustments Established 1977 _ _ - PAGE 1 % t a ILincollm & Long Civil Engineering and Environmental Services 568 E. Main Street Suite D, Grass Valley, CA 95945 Phone (530) 273-0503 Fax (530) 274-3415 1. General a. All work shall be in conformance with the Uniform Building Code, 1997 Edition, and applicable local codes. For items, - materials or methods not shown the minimum requirements of the UBC shall govern. b. Where applicable, allowable stresses have been increased by 33% for wind or earthquake load (UBC Sec.2316.2.6). c. Should any changes be made from the design as detailed in these calculations or should the results of these calculations not fully or properly transferred to the plans, Lincoln and Long assumes no responsibility for the structure and shall be held harmless from any resulting claims. d. Unless specifically requested otherwise, the purpose of the earthquake analysis and design as detailed in the calculations is primarily to safeguard against major structural failures and loss of life, not to limit damage or maintain function. e. These calculations are based on a completed structure. Should an unfinished structure be subject to loads, Lincoln & Long should be consulted for an interim design or if not, will assume no responsibility for the structure. f. It is the responsibility of the owner or contractor to identify areas of high wind exposure, i.e. areas that are generally open extending one half mile or more in anydirection. Otherwise, normal, or exposure B wind conditions are assumed. 2. Site Work a. Building sites are assumed to be well drained and free of clay, silt, sand or fill. Any other conditions must be brought to this engineer's attention for evaluation., b. Unless a field review has been specifically requested by the owner or contractor, these calculations imply no responsibility for the assumed soil bearing pressure or for the adaptability of the designed footings to the building site. Stable, undisturbed soils and level or stepped footings are assumed and any other conditions should be reported to this engineer for further analysis. c. All footings shall bear on undisturbed soil with a footing depth to below frost line or 12" below finish grade, whichever is greater. d. Finished grade shall slope away from foundation. e. Unless noted otherwise, an assumed allowable soil bearing pressure of 5p1! ps.f. has been used, with increases as per UBC Table 18-1-A. f. It is recommended that a soils engineer be consulted to verify soil bearing pressure, site stability and suitability for the proposed design. 3. Foundations, masonry and concrete. a. Concrete shall have a minimum compressive strength of 2500 p.s.i. at 28 days, unless specified otherwise in the lateral analysis. For concrete exposed to severe freeze -thaw conditions a 4000 p.s.i, air entrained mixture is recommended. b. Concrete stemwalls and footings are to be a monolithic pour. c. Reinforcing steel shall be intermediate grade 40 deformed bars ASTM A615. Splices or laps shall be as per -UBC -1912 and - - 40 bar diameters minimum. d. It is the responsibility of the contractor to provide control joints for concrete slabs as required. e. Waterproofing of the foundations or retaining walls is the responsibility of the owner or contractor. 4. Framing --as follows unless noted otherwise in calculations. a. Sill Plates --foundation grade redwood or pressure treated Douglas Fir. b. Studs --stud grade or better. In no instance shall a stud wall be used as a retaining wall; i.e., to resist lateral pressure due to earth backfill, or water or snow build-up against the wall. The engineer is not responsible for, and shall be held harmless from, damage and claims resulting from movement of or damage to the structure due to lateral pressure of snow, water or earth against a stud wall. In the case of snow build-up against a stud wall, it shall be the responsibility of the owner to remove such snow or create a gap between the snow and the wall. c. Framing --shall be Douglas Fir -Larch. " d. Glu -laminated beams --24F V4, unless noted otherwise. e. Laminated Veneer Lumber ,LVL, (Microlam or other equally rated engineered wood product)--Fb=2600 Psi, Fv=285 Psi, E=1.9E6 Psi. f. Parallel Strand Lumber, PSL, (Parallam or other equally rated engineered wood product)--Fb=2900 Psi, Fv=290 Psi, E=2.OE6 Psi. g. Framing members are to be strapped or gussetted at butted joints or they may be overlapped and nailed w/4 -16d. h. Truss top and bottom chords are to be Douglas Fir -Larch unless approved in writing in advance by Engineer. 1. Roof sheathing --plywood conforming to American Plywood Association (APA), Standard PS1 or APA rated sheathing. - j. Where multiple trimmers are called out for header support or multiple studs called out for beam support, those trimmers or . studs are to be stacked in all wall framing below to the foundation. k. Any plywood or glu-laminated beams exposed to weather must be glued with "wet use" adhesives and protected from delamination. I. All nails shall be common for shear diaphragms, unless noted otherwise.Vinyl coated green sinkers may be used for framing connections. m.Where posts with column caps or bearing plates are called out for beam support the load is to be transferred the full distance to foundation via vertical grain members (posts) only. (Splices may be allowed at floor diaphragms). n. Shear wall plywood--C-D,C-C, or 303 siding (T1-11). o. Framing sizes shown in these calculations represent the minimum requirements and larger sizes may be substituted. p. Alternate sheathing may be provided for roofs, floors, or shear walls provided it is structurally equivalent to the plywood. q. Unless noted otherwise in the structural calculations, beams are assumed to be installed as simply supported and not run continuous over 3 or more supports. civil engineering / environmental engineering / surveying / septic systems / structural engineering / use permits / subdivisions / parcel splits / lot line adjustments Established 1977 PAGE 2/12— E7 /12—k - ILihc ok & Long Civil Engineering and Environmental Services 568 E. Main Street Suite D, Grass Valley, CA 95945 Phone (530) 273-0503 Fax (530) 274-3415 i 5. Beam to post connections --are to be "positive" connections but the actual detail is at the owner's and contractor's preference unless specified otherwise. Options available include: a. Simpson BC,PC, orEPC,AC orACE, `CC or ECC caps. b. Simpson T,L,OT, or OL straps. c. Plywood gussets w/6 -16d minimum to each member (one side at 4x's, both sides at 6x's or larger). d. #4 minimum rebar doweled 4" minimum into both beam & post w/single ST292 strap minimum. 6. Hardware and steel a. Hardware --all column caps, post anchors, beam hangers, straps, framing anchors, clips hold downs and other hardware shall be ICBO approved, Simpson Company, approved equivalent, or as detailed, and shall be installed with fasteners as per manufacturer's recommendations. If manufacturer lists an option for different nail types always use the larger nails unless noted otherwise. b. All welding shall be by an American Welding Society Certified Welder per current American Welding Society, Uniform Building Code, American Institute of Steel Construction and American Society of Testing Materials specifications, using arc welding and prequalified welds. c. All welding electrodes shall be E 70XX (shielded wires having an Fy>70 K.S.I. may be used). d. All welds, other than prequalified welds, shall be inspected by an independent testing laboratory unless waived by the building official. civil engineering / environmental engineering / surveying / septic systems /structural engineering / use permits / subdivisions / parcel splits / `1 lot line adjustments Established 1977 PAGE Analysis of a 3 foot span rigid frame building foundation .... Distance between bays: y' 3 20 feet Max, Reactions and Loading Provided By. MBMI Metal Buildings JOB NO. 23450 Dated 5/5/06 Loading; FF,IWO 3£ psf, dead ° °� � psf, live ' Specs: fy = 40 ksi fs = 60 ksi f = 2.5 ksi Max. Reactions: Vertical2800 lbs 1670 lbs: Dead;- _ - 11130 lbs. Live Main Frame Reactions Uplift lbs Thrust ©0�,. - ;lbs soik Use 1500 1, psf allowable bearing pressure Interior Pads: Use 36 in. square byLF �1 in. deep pad footn with ( 4 )#4 or( 2 ) #5 bars each wa26 y' UP. Round all pad footings to nearest 3 in. , - Check Uplift: Max. = 1.25 x 6200 = 7750 lbs Resistance = - Pad = 3.00 ft. x 3.00 ft. x 1 ftx --150 pcf= 1350 # Grade Bm.= ft. x 1 ft. x 1 III 2550 #. ,,.. y.s.,,. ;.,ft.x-150`pcf= Slab = 4.75 ft. x 0.33 ft. x 17 ft: x 150 pcf= 4038 # Total = 7938 # 7938 > 7750OKAY FOR UPLIFT - Check Grade Beam: Weight Required= 9300 # 1350 # = 7950 lbs. Ratio of assumed length needed 1.21 Length Req' d = 2(L') 1.21 x 17 ft. ,= 20.6 ft. Mregd = 1.4(wi)(L' )2 3 PMn -► a= AS F,,. 0.85( f' ,)(b ) Diameter of anchor bolt(s) 6 /8" /f ..... 2 Area of anchor bolt(s) 0.44 in. A # of effective bolts Required embedment depth = 1200(Ab)(f,,) = 7.1 i .- (f's)(f' j112 Exp. �- Check Anchor s CIVILfN 3olts for Thrust: 1.5 x Thrust = 7650 lbs., C, � [1.4] 0.75 " diameter anchor bolt effective note: (10" min. embed., A-36 bolts, f'c=2500 psi) VS = 75 (A b) f ,S = 0.75 [0.618 60 28.0 k/bolt VC = 800 ( A b)( f )1/2 = .24.7k/bolt Vu = 1.4 x 7.65 = 10.7 k/bolt < 24.7 OKAY }..�__ . -Ji. 11 Check Concrete for Thrust: Assume concrete tension failure for top 4" of slabs on surface only (conservative) Distance of anchor bolts from edge of slab 10 in. Distance between anchor bolts ' 4_� in. Surface Area = S.A 96 int Tsbb 4" = 1.6 ( f'c )1/2 ( S.A Tdesign 7680 lbs = 5.5 k > = 7.7 >• k ::]NO 6001) 1.4 11.4] 0.75 " diameter anchor bolt effective note; ( 10" min. embed., A-36 bolts, f'c= 2500 psi) VS = .75 A b f ' s _ 0.75 10-618)60 = 27.8 k , VC = 800 ( Ab ) ( f c ) 1/2 = 24.7 kips Ps = .9 A b f's = 0.9 Eo.61s] 60 = 33.4 kips Pc = (10.7 / 0.85) ( L a )2 (fic )1/2 = 31.4 kip�'. and... V. _ 1.4 x 2.0 x 5.10. k = 14.3 kms PU` = 1.4 x 2.0 x 6.20 k = 17.4 kips Checking Combined Stresses.....: = = Concrete : (1/0)[(PU / Pc)2 + (VU / Vc)2] = 0.98 < . 1- OKAY Steel: [(Pu / Ps)Z + (VU / Vs)2 = 0.53 < 1- OKAY L U5E HAIR PINS! 26 r A - - -- E Hair ins: Maximum horizontal design force= 7650 lbs. Length of #4 bar required 7650 = 4.8 ft. 1584 lbs/ft Area of steel required 7.65 kips0.221 in 20 ksi 'x 2 x 0.866 Use ( 1) # 5 bar at hairpin. Hairpin shall be a minimum of 10 ft. long. Bend hairpin around anchor bolt(s) at 60 degree angle from edge of slab. P 213e- 7 Ix Analysis of a IN,...,.:. foot span rigid frame building foundation Distance between bays: Q�� feet Max, Reactions and Loading Provided Bv_: MBMI Metal Buildings JOB NO. 23450 r Dated 5/5/06 Loading p sf dead �0 psf live -a..a_., - .�...�:. Specs: fy = 40 ksi fs = 60 ksi - f'C = 25ksi Mx. Reactions: Vertical MW lbs 522: lbs;=Dead-- 3478 lbs. Live End Wall Reactions -- - Uplift 0-06 r lbs Ilfffi Thrust Thrust lbs Soil: Use 1500 psf allowable bearing pressure Interior Pads: Use 36 in. square by 2, in. deep pad footing 126 .. with ( 4 )#4 or( 2 ) #5 bars each way : =- Round all pad footings to nearest 3 in. ClV�t;��; f1x CA �sF� Check Uplift: Max. = 1 x 8000-7: 8000 lbs. Resistance Pad .= 3.00 p. ft. x 3.00 ft. x 1 ft. x 150 cf— - 1350 #- Grade Bm.= im ft. x 1 f t x�ft. x 150 pcf= 25�50 # Slab = 6 ft. x 0.33 ft, x 17 ft. x 150 pcf= 5100 # Total = 9000 # 9000 > 8000OKAY FOR UPLIFT - Check Grade Weight Required= 8000 # - 1350 # 6650 lbs. Beam: Ratio of assumed length needed 0.87 Length Req' d = 2W) 0.87 x 17 ft. = 14.8 ft. mbedment Depth: I Check Anchor olts for Thrust: r' 7 � - F (A R 4"conc. slab w/ #3 QE rebar @ 1d" ox. each�'�� 10-pFipTr•I way - conc. Shall j SLF� withstand 2500psi in r za days. C�fl.lon 7 � 9 rebar •: �,.------�-- ` 97 E E L COLUMN P ER _PLA N hairpin per locations on plan, bent around a.b.'s -t'Ao - ----� and ex(endedinto slab. q . A307. a.b. w/ P`• =- � x. t� ��P cone. ��cl (�c.-�soo���) - _ ba1r5 e.ac�, wad Pays_ `_�°►2 v r _-_ -- - -- w _ .- - -- - I III ia i I ��c y ___ __.____ _. _. _ __ .... _.�..��..._.....,_..., �,_.._.� ,_� _._. _ __.-_ ,� - _� __ _ ----_- _ _ _ __ _..._. ..-.-- --�-.�..�-..--.- �-,.--,-�..P......._.��.-___ - _,. -�---- _ _ - --�-_ -- . _ _ _-----�_.. �.�K�... �,._� - ___m.a. , �...,,�,�-..�..�.�..�,��...._..��... _ .... _�rr.�� r � 1 l �