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HomeMy WebLinkAbout039-250-0422006 -0041973 RECORDING REQUESTED BY: Recorded I REC FEE 10.00 Official Records I County of I MWORIED COPY 1.M butte I L'F#&IALY J. 6f1111lt15 I County Clerk-Recorderl AND WHEN RECORDED MAIL TO:I DU Id9:04i 15 -Aug -2M I Page 1 of 2 BUTTE COUNTY BUILDING DIVISION ,III I'� il! II'O I III"I'I II'I I I'�II 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 unitf%V 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. EMMA LOU MILLER TRUST REAL PROPERTY OWNERILESSOR 7 COUNTY CENTER DRIVE P.O. BOX 204 OROVILLE BUTTE CA MAILING ADDRESS . CITY COUNTY STATE ZIP DURHAM BUTTE CA 95938 CITY COUNTY STATE ZIP 3209 BURDICK ROAD NONE INSTALLATION MAILING ADDRESS, IF DIFFERENT NONE DURHAM BUTTE CA 95938 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 06-0543 (530) 538-7541 B 1 DING PERMIT NO. TELEPHONE NUMBER kILA (V.07� —alp SI NATURE OF LOCAkAGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FIRST POINTE 2006 1392 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER ORE483936/7/8 48'6" X 12'10"/56'X 25'8" 20214A/B/C SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 039-250-042 . HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. • �n � 0-�861a It Z f PAPCEL TaREB: A portion: of t'he South half of t of Sect-ibn 2F,, TJi;?1Sh1� 21. North Rain e _ �ac he SGatht�_St quarter • g t, Blount Diablo Base ural' h?e: id ain, .more •par; icUia.rly descriaeci ;: i'Cllc��s: Brg?nning at the Iat�zttie<<o;. _ South;-. est quarter of said 5E•ction '26 on the Nor -ba sire or th,e Burdick Road, from which point the %orthwest corn.r;r of said Southwest- quarter bears Ncrth 690 10' Wast 1334.64 feet; and running thence from said point of beginning along the North side of said Burdick Road, South 890 10' East 83.42 feet; thence'South 00 18' 25A West 1326.84 feet to an iron pipe on the South line of said Section 26; thence along 'said line North 89° 20' 50" West 250.08 feet to an iron pipe; thence leaving said line North 0' 17' 55° East 1327.62 feet to the worth side of Burdick Road; thence along said line South 890 ld' East 166.84 feet to the point of beginning, containing 7.62 acres, more or less, subject to the rights of Burd - Lek Road over the north 40.00 feet thereof. AP# 039-250-042-00000 _ PARCEL POUR: A Portion of the Northwest Quarter of the Southwest quarter of Section 26, Township. 21 Nor.th, Range 1 East, BI.D.B.&M, more particularly described as. follows: Beginning at an iron Pipe on the South line of said Northwest Quarter of the Southwest Quarter (which is also the North line of the Burdick Road) from which the Southwest corner of said Northwest Quarter of the Southwest Quarter at the intersection of the North line of the Burdick Road and the center line of the Troxel Road bears North 89° 25' West 1103.52 feet; thence North 0° 07' West 527.94 feet to an iron pipe; thence South 89° 16' East 231.0 feet to an iron Pipe on the North line of said Burdick Road; thence Nor"* ­- - ')t_ ° •;ems .; 23:1..0 feet to the. point of beginning', .. y a ..i:r e'-, iriioa or less. containing AP# 039-240-030-000 OC - STATE OF CALIFORNIA ) ss County of Butte ) On�inan"Ui 1979 , before me, the undersigned, a Notary Pudor said -State, personally appeared EMMA LOU MILLER, known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument, and ac..nowledged that she executed the same. ' WITNESS my ha -.a and official seal. y� L{fiU . fA. DP,Y /q 04 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 15 -Aug -2006 2006-0041973 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall, be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. EMMA LOU MILLER TRUST REAL PROPERTY OWNER/LESSOR P.O. BOX 204 MAILING ADDRESS DURHAM BUTTE CA 95938 CITY COUNTY STATE ZIP 3209 BURDICK ROAD INSTALLATION MAILING ADDRESS, IF DIFFERENT DURHAM BUTTE CA 95938 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 06-0543 (530)'538-7541 BVIWING PERMIT NOVTELEPHONE NUMBER KNIffht. "M ' Si ATURE OF LOC GENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write 'NONE ) NONE DEALER LICENSE NO. FIRST POINTE 2006 1392 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER ORE483936/7/8 48'6" X 12'10"/56'X 25'8" 20214A/B/C SERIAL NUMBERS) LENGTH X WIDTH INSIGNWLABEL NUMBER(S) SEE ATTACHED ASSESSOR'S PARCEL NUMBER 039-250-042 HCD FORM 433(A) REV. 8/91 (copy WHTTR - County Recorder CANARY - HCD PINK - Aoolicant GOLDENROD - Building Dept.. SUE S0-f$$IS PARCEL $FERRE: A portirJr: of the South 'half of the Southwest quarter of Section 26, ,ounship 21 tlarth, Ravage _ Faste rIourat Diablo Base and h?ersd an, more particularly descrioed as fcllcvs: 13r ginning at the I'aa: tdiea�� .Sou: h�.est quarter of said Sr.ction 26 on the Nor -til sire of the Burdick Road, from which point the Northwest cornr:r of said Scs.thwest quarter bears Vcrth '891 10' West 1334.64 feet; and running thence from said point of beginning along the North side of said Burdick :toad, south 89° 10' East 83.42 feet; thence South 00 18' 25" West 1326.84 feet to an iron pipe on the South line of said Section 26; thence along said line North 89r- 20' S0" West feet to an iron pipe; thence leaving said line North 06 17' 55" East 1327.62 feet to the North side of Burdick Road'; thence along said line South 89,1 10' cast 166.84 feet to the point of beginning, containing 7,62 acres, more -or less, subject to the rights of Burdick Road over tte north 40.00 feet thereof. AP# 039-250-042-0000 PARCEL POUR: A portion of the Northwest Quarter of the Southwest quarter of Section 26, Township. 21 North, Range 1 East, M.D.B.&i!, more particularly described as follows: Beginning at an iron Pipe on the South line -of said Northwest Quarter of the Southwest Quarter (which is also the North line of the Eutdick Road) from which the Southwest corner of said Northwest Quarter of the Southwest Quarter at the intersection of the North line of the Burdick Road and the center line of the Troxel Road bears North 89° 25' West 1103.52 feet; thence North 00 07' Wes* 527.94 feet to an iron pipe; thence South 890 16' East .231.0 feet to an iron pipe on the North line of said Burdick Road; thence Nar `� ► �" ? ` get.� 231.0 feet to the point of be innin . y 8 ..i r ,no.._ or less, g • 9. containing AP# 039-240-030-000 Oe - STATE OF CALIFORNIA } County of Butte } ss OnZc?.- 1 1979 , before me, the ur_dersigned, a Notary Pu Ulr lic in nd for saicT-State, personally appeared EMMA LOU MILLER, known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument, and ac-nowledged that she executed the same. WITNRSS my hand and official seal. LMDA M. DAY o FOUNDATION SYSTEM { CERTIFICATE. OF OCCUPANCY BUILDING PERMITS NUMBER: 06-0543 Address or location of unit: 3209 BURDICK ROAD, DURHAM, CA 95938 Legal Description of Real Property: 039-250-042 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: EMMA LOU MILLER TRUST Owner's address: P.O. BOX 204, DURHAM, CA 95938 INSIGNIA OR HUD NUMBER: ORE483936/7/8 SERIAL NUMBER OR V.I.N.: 20214A/B/C MANUFACTURER'S NAME: FIRST POINTE YEAR: 2006 OFFICIAL APPROVING INSTALLATION: AAA& DATE: PHONE: (530) 538-7541 H.C.D. 513C 0 6 f E TOFp STATE OF CALIFORNIA NUMBER: d BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENTDIVISION OFICODES AND NG AND MSTANDARDS MUNITY LOPMEN7 7 ,a i MANUFACTURED HOUSING PROGRAM ` �' MANUFACTURER CERTIFICATE OF ORIGIN 0 --sq — ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING NUMBER OF 3 SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: Fuqua Homes, Inc. 90157 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: 20495 Murray Road Bend OR 97701 (Street), Ci State Zi $130,334.00 MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: FIRST POINTE 1392 04/18/06 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER: Serenity Homes TRANSFEfW4 GNATION: 04/18/06 DEALER OR TRANSFEREE ADDRESS: 2490 Bruce Road Chico CA 95928 Street Ci State Zi INVENTORY CREDITOR NAME: GE Commercial Finance v INVENTORY CREDITOR ADDRESS: 5595 Trillium Blvd Hoffman EstatesIL 60192 Street Ci State zi SECTION MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER Ir. LENGTH 1� WIDTH WEIGHT 1 INCHES INCHES (POUNDS) 20214 A ORE 483936 584 154 22,167 ORE 483937 672 154 26,600 ORE 483938 672 154 26,600 T r - TRANSPORTER NAME: Road Master TRANSPORTER ADDRESS: Salem OR street(PAL—state Zi DESTINATION FOR UNIT DESCRIBED ABOVE: MILLER DURHAM CA NAME Street (City) Slate - (zip) I certify under penalty of perjury under the laws of the State of California that the above facts are We and correct. 04/18/06,.- Bend Deschutes OR Executed on 1 at (Date) r !! (CIty)(County) I �f (Stele) SIGNATURE OF AUTHORIZED AGE T: /� ' ��\ 1! �� ff,.. ( � U1, l,' /` ( ,\ /'(r� i !� V ,LLA �^b DISTRIBUTION: ORIG04AL (PINI) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN -FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) Butte County Department of Development Services. eu TE. aREa IN O T E S 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 vnwv.buttECoitntyneVdds °ouH�y 1 .e RESIDENTIAL APN: Permit No. 039-250-042 06-0543. Owner. MILLER, ELLIE &-ED- -- -- --- - — _ F Site Address: 192 0 g BURDICK RD, DURHAM CONT: JAEGER CONSTRUCTION – - — contractor. MH.P_ERMsEND_(NE-) Y Type of Permit:— �r�. 06-0608 OFFICE COPY Address G ---1 Meter By Date ELECTRC �-28-8G- Meter By .Slv�mo�S Dat F4 31 Zozic SPECIAL CONDIT)ONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID \ ENV HLTH CLEARANCE 0�21s y�3 7-7� ^ co 4DATE JOB FINALED: , Y SIGNATURE: t , r R � 1 OFFICE COPY Address G ---1 Meter By Date ELECTRC �-28-8G- Meter By .Slv�mo�S Dat F4 31 Zozic SPECIAL CONDIT)ONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID \ ENV HLTH CLEARANCE 0�21s y�3 7-7� ^ co 4DATE JOB FINALED: , Y SIGNATURE: OK —nK MANUFACTURED HOMES MISCELLANEOUS. - DATE RMANENT FOUNDATION SOFT -SET o g -Setbacks -Easements oils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec L-octn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LPO ' Inch Sz Ft Lngth Ickng; Sz-Spacing-Marriage Line DATE D E C K S -C O V E R S`C A R P O R T S `G A R A G E S ( 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-Dpth-Spacing-Cnnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng I 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 8 Gas; MH Test-Demand-Valve-Cnnctr &Erec MH Cntnty Test-Crossovers-Breakers-Clrncs 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -CIO to Grade 12 Gas and Electricity Tagged 13 Tie Downs 0 Foundation [!s 14 Exits �CRIf'Vt ET6 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls . IS Cert of Occupancy. �UD Label/Insignia Numbers Serial Numbers _ t DATE IPOOLS 1 Setbacks -Easements �Q-2—o�p pis` 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec RcptclslLting; Distance-GFI • �_�_�_�� 4. 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries-Terminals-listed —LAiooe-L----_%1Tct C-7Af S►a1 le 7 Elec Bonding; Metalwl5'-Crcltng Egp-Htr 8 Elec Grndng; Eqp wl5' Crcltng Eqp-Pool Ightg Boxes-Enclsrs-pnlboards-Insults to Main Conduit Health Dept Apprvl 10 Plmb; Cir Test-Wtr SupRly Test LORE9 �� . 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide o' � O• v0 \ _ ", U_G5E Pool Drawing g-1 NL F. 3 00?_ 14HB DOT /E s EQ6= CO l/E RC H x/ 8 X 2 C0AiSTXUCTFJ. /"f -R S - o�c rzcTvlZ WAI TA14 f�R- PERM I_T To S i , j. 1� = OK = Not OK _ RESIDENTIAL (Singla & Dup[e)o DATE JUNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth_ 55 DWV; Test Fittings & Anchr Nail Pr.tctn - 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd flr - Tub. Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6,1 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test °sem a Sl Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE M E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr Bolts Joists-Vnts-..Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrfiw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic 0 -1- O'0 p `< DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & flr Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing -Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insultn-Walls-Ceilings 39 Infiltration -Walls -W ndws DATE JELECTRICAL 40 Fxtr & Trnsfrmr Cimc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs- 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ea ❑ CU or DAL AC Wire Sz 17a ❑ CU or ❑ AL 48 Range Circ ea ❑CU or DAL Oven Circ sa ❑ CU or ❑ AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Cirncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 090 0 FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker SYs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cirnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure .79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Lottn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 63 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous lnspctns _ 95 Gas Test -Meters Tagged, Gas-Elec , _ 96 Wtr & Sewer Cnnctd-D/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99, Fire Sprinkler O'` 0�`C O'• �C o` BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 , 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 :4:— License Number: t� Date: , 1NQ�� ContractorrSQMA ►'$,r` `� c -en c 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 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 Ccntractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally 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: M ? nea, e_ ;QqVk00 fF WA Policy #:avla— odnrNs]q ❑ 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. Date: �a Applicant:4-2m, ll lug trlr 1 C WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction lending agency for the performance of the work for which this permit Is issued (Sec 3097 Civ.) Name: PERMIT NO. BP060543 Issued Date: 05/01/2006 APN: 039-250-042-000 Site Address: 3209 BURDICK RD DUR Map Index: Description: NEW MH, PERM FND, NEW SITE (2036) Owner: MILLER EMMA LOU TRUST P O BOX 204 DURHAM,CA 95938 Applicant: JAEGER CONSTRUCTION/SERENITY HOMES 2490 BRUCE RD CHICO, CA 95928 (530) 566-9480 Contractor: JAEGER CONSTRUCTION PO BOX 1300 YUBA CITY, CA 95992 530-673-3885 License #: 268056 Architect: Engineer: RICHELIEU, JEFFREY - NORTH STAR Total Square Ft: 2036 S.F. Valuation: $132,340.00 Census Code: � 411 lad e rllvd rrfs_ 2 /41-11"q40 is I}ereby issued under a applicable provisions of the Butte County Code and/or tondo work indicate abo a for which fees have been paid. I - - - — EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & 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 1 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 A Agent for Contractor ts. G. tsuuamg rermn ui-io-ua pg i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061465 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 07/13/2006 APN: 039-250-042-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.� License Class :C147 Number:' Site Address: 3209 BURDICK RD DUR CLicense Date:7-t- 4o Contractor:�rnsYi 4A PieS Map Index: Description: covered porch (160) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MILLER EMMA LOU TRUST permit to construct, alter, improve, demolish, or repair any structure, prior P O BOX 204 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 DURHAM, CA the Contractor's State License Law (Chapter 9 commencing with Section 95938 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).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: JAEGER CONSTRUCTION Code: The Contractors' State License Law does not apply to an PO BOX 1300 owner of property who builds or improves thereon, and who does YUBA CITY, CA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 95992 sale. If however, the building or improvements are sold within one 530-673-3885 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 Contractor: JAEGER CONSTRUCTION not apply to an owner of property who builds or improves thereon, PO BOX 1300 and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). YUBA CITY, CA 95992 ❑ 1 am Exempt under Article 3 of the Business and Professions Code 5330-670-67 3-3885 Date: Owner: License #: 268056 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ 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:k"nhe Co!n"ion ZnyrgnCQ Total Square Ft: 0 S.F. Pony#:�7o-` 04�Os l � Valuation: $0.00 Census Code: ❑ 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 withthoseprovisions. Date: Applicant: PA�r- S WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one . GC) hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor v code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is h reby issued udthd­plicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the R 'solutions do work indicatr which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)' L Name: By, Date: PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all 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: —7-��3'�� ❑ owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 1 039-250;042 06-1465f urs NOTES MILLER, c �. c. 3209 BURDIC RD, DURHAM Cont: SERENITY HOMES PORCH(COV) At £ APN: Permit No. t a Owner. i 1 Site Address: Contractor. Type of Permit: 5g3 ► O �o � � MoD � 3 Y; (J4 • t. 4 SPECIAL CON SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE -D& �. DATE JOB FINALED: SIGNATURE: CHECKED BY +=OKf0 =Not OK �' l%1 A . MANUFACTURED HOMES '0Qi �M LANEOUS- DATE PERMANENT FOUNDATION U SOFT -SET --,--DATE 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIIICIO-Concrete 4 Wtr; Loctn-Test-Easeinent Needed -Regulator 5 Elec Loctn-Clmcs-Gmd ' Am -Concrete 6 Yard Gas; Loctn-Test Wrap Nat 7 or LP[::] Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Une 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -CIO to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers D E C K S'C . -ERS-C A R P O R T S'G A R A G E S e. 1 Z etbacks-Easements ga; SoilsSz-'DpthSpacing-CnnctrsSteel 3 Decks, Gird rs/Joists-Dcking-Brc(ng Stair irdlHa�ndralll ood Awn; PostssBeams -Cnn hthg. Frmg-Brcng Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors AA 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings• 12 Braced Wall pnls DATE P O O L S 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men-Uning 4 Elec Rcptcls/Lting; Distance-GFI 5 lec Pool Lting; 15 volts-GFI 6 Elec.Enclsrs; Conduit Entries Terminals-Usted 7 Elec Bonding; Metal w/5'-Crcltng Egp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes-Enclsrs-pnlboardsansultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche _ 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide ds did' o� 0`a' r Pool Drawing r RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 ZoningSetbacks-Easements-FloodSlope 2 Ftg Main; Soils-Elec Grnd Ft4 Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth 4 Ftg Porches/Decks; Soils-SteelFtg Dpth 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalls Garage; Steel-Blockouts Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgitrService Test 12. Elec Undrgrnd 13 Plenums & Ducts; Cimc-MaterialSupport4nsultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Ace & VnUtn 16 insulation a'� d� o'� Vis• DATE JFRAMING 17 Sills Proper Materials & An 18 Walls Studs -Nail. Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders 8 fir Nailing 20 Draft Stop In Walls (rat proof) 21 Fire Stops; Furred CeilingsStalrs-Chasers-Tubs 22 Headers & Beari"i & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Ritr Ties-Purlin-Roof Brac TrussShthg 25 Frpic Ties or Type A Flue=Frplc Throat Clrnc 26 Attic Acc; Sz &•Rmz .Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Editing DoorsSill Ht & Dimensions 28 Garage Fire Prtchr Framing -RC Channel 29 Prprty Line Firewall ,& Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-RRr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace int/Ext Wall pnis 38 Insultn-Walls-Ceilings 39 Infiltration -Wal Is -W ndws 4 DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz 9a ❑ CU or Q AL AC Wire Sz oa Q CU or QAL 48 Range Cikc Qa Q CU or DAL Oven Circ ya D CU or DAL Insulated Neutral F-1 Yes DNo 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Cirncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 40 0 4e 53 Wtr Htr; Vent Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr. Nail Prfctn 56 Shwr Pan; Test, Fust fir -Tub Ace 57 Test Tub & Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas.Piping LIAI: I MECHANICAL 61 AC Ducts Insults & Support " 62 Vent Fan, Exhaust abv lnsultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pitfrm if Furnace In attic FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Ace -Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd Air -Gap -Cooking Cirnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage-Damper- 80 arage-Damper80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 PImb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GF) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Clmc Dmge Planters D Yes Q No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-PImb 89 Vnts abv Roof, PImb-Appinc-Frpic-Clmc to Opngs 90 Wtr Well, Dscnnct, Elec, PImb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 VnUtn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler I*.— BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 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 :C -&A:7 License Number: 16%05& Date: JFZ\ 110 C Contractors ke"Qji C� ` r."Br c sn .1� 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 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.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 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: 1 r Carrier: 2 r1CQ.. Gg *a2I&-4A f[�1 Policy #: a% A — ❑ 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: Sea N (j, Applicant: Zin WQ trlr I,,C WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BP060543 Issued Date: 05/01/2006 APN: 039-250-042-000 Site Address: 3209 BURDICK RD DUR Map Index: Description: NEW MH, PERM FND, NEW SITE (2036) Owner: MILLER EMMA LOU TRUST P O BOX 204 DURHAM, CA 95938 Applicant: JAEGER CONSTRUCTION/SERENITY HOMES 2490 BRUCE RD CHICO, CA 95928 (530) 566-9480 Contractor: JAEGER CONSTRUCTION PO BOX 1300 YUBA CITY, CA 95992 530-673-3885 License M 268056 Architect: Engineer: RICHELIEU, JEFFREY - NORTH STAR Total Square Ft: 2036 S.F. Valuation: $132,340.00 Census Code: CONSTRUCTION LENDING AGENCY Thi I hereby affirm that there is a construction lending agency for the Re: performance of the work for which this permit is issued (Sec 3097 Civ.) Mme—. By: Address: permit is qereby issued under a applicable provisions of the. Butte County;Code and/or actions t do work indicate abo a for which fees have been paid. DateS� (� MIT EXPIRES ON: ❑ 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 & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 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: i1 )ol In vi cl re Y ) _ Signature Date ❑ Owner ❑ Contractor ❑ Agent for Owner 'A Agent for Contractor , " B. C. Building Permit 01-16-04 pg 1 ship -1 13.2S BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUI)L.DING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buffecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Name,M _ Y 1 Nam first N�a� , Address' S S City ®U State, Zip Fax Phone a9 E-mail APPLICANT SIGNATURE x��arf For office use only: CONTRACTOR Nam 2 Address RJ. City G cityG i Zip CT5 StateZip 6 a PhoneSG6_ 9 A4 %o Fax E-mail Lic. # Class e APPLICANT SIGNATURE x��arf For office use only: ARCHITECT/ENGINEER Name S 1, ne Addres- _ _ v City G StateG Zip CT5 Phone 6 a Fax E-mail oo State License Number APPLICANT SIGNATURE x��arf For office use only: APPLICANT NAME Name r' Address p r city i StateGTP q 9 Phone 6 a Fax E-mail ;L - . APPLICANT SIGNATURE x��arf For office use only: Zoning I -2D I Flood Zone I SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\B1dgApp1SubRgmts.doc 3, PERMIT NO. BIN # LOCATION AP#CISO O_ Property Address Cit r^ti Cross Street , WORKER'S COMPENSATION Policy Number _ � 1 OA Carrier , o P FE)rd If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Otherl..(� Total LENDING AGENCY Name Address Description or Scope of Work: SQA ) c r kbg wager -Ami Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon, written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Page 1 of 2 REV 2-24-05 Received by: ,U Amount: �LICI • q CO Bldg SRA Receipt #: X700 -f-5dy3 Sheriff SMIP (`� Date: � - q -0 Otherl..(� Total Page 1 of 2 REV 2-24-05 0 TO: . Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance Plot Plan Attedted Floor Plan Attadted _ Sent to BDIDS !_ AP# Plan Approved for: Sewage Disposal: Water Supply: Public - Private Well `-- Clearance for dwelling. Other Hold final for: �s FZti4f CQA2 VISP� o 21IQ Final clearance O.K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 ate ire .0.. •Tr � -.r.. F` '- 'y�." . `•.f'F'H'j.""-�iil.r!tiiF.,v .,, teY�r.,�r'Ny.P~T 'F _N a- 1. w•' _ +^L R8p 00054 COUNTY OFBUTTE-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: t I I Pi's AS-SESSOR PARCEL NUMBER ( 3�1 1.1l T (3 4 Proposed Building Use: IVU( M I . �C'I �, Ul1L I1' Permit Technician: Date: Items required in ordeutp apply fora permit. All boxes MUST be checked OR marked NA in order to apply. VtLW 1. Site plans�3 r 4 sets, signed by the preparer of the plans. Cl 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered. plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ' ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and Al - or Non-Residersal Buildings. �� P1 8. Manufactured homes: (A) I star Ilatiog, � unincluding arrlage line info, (C Flog r%.(D) Tie down o� f� p al all in duplicate. Z Z ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ / 11. Hazardous Material Form 1� 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other rnaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Hgealth Department in ❑ Chico ❑ Oroville, as applicable 15. Fire Sprinklers.........................................................: ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: ... IN 23. Planning approval for (A) Use: � (B) Parking: (C) Parcel Check:....... r . 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... N26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number ........................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... %01 31. Letter of Signature authorization.................................................................... 2. Recorded copy of Agricultural Acknowledgment Statement ................................. 33. Existing violations and/or expired permits......................................................... ❑ .,34�. Dee d Restriction..........y�.. . ❑ ��" Legal description, 6 .H. Title, title search, registration or.MCO�...................... ❑ 36. Other: ❑ 37. Other: When issued Telephone ��J � TPQ) ` (1 1 Z0 Dan and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: n dP Date: 1. Index permit application for the aRoo a tems numbered: Plan Check Letter 2 diti al items required ontr cto designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: �'pb ori rac or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, &as advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date%Structural approved by- Date4jW Note transfer by: Date: �t� Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.bUtt6coup,ty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner MILLER Application Date 3/9/2006 APN No: 039-250-042 Permit No: BP 060543 Permit Type: NEW MH. PERM FND, NEW SITE 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0- 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 (State Responsibility Area) Building Inspection $109.98 0 _ $204.98 NON-REFUNDABLE portion of fees due at application $219.96 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $219.96.1 q4q-700 3/9/06 Kourtni FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT---- $3,560.60 I At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant:L_-��v/ l_� Date: iz_9_0 -C Pursuant to Govern—m-e—nT-codd Section 66020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 A = cr 56'-0° z 0 n r=-----�y----- ---BAS-----e�, -L- I t 1011111110 3 i O , I \. I FA OM 8 I SITTING ROOM 2 -3• 2' - I U'-4' X I2`-3' I , , 11 a I J I O DIKING 1 �1d o• -or x e' -r 1,2' 1L I B t2 2 I loogEN Q I1NEf1 LIVING ROOM A �• BEDROOM 3 UTILITY/ Ir -s• )(12'-3!' IEN j711w8 �y j �o ♦` . FF ft q Si I ` �';-------=ME---- - --------fir I! tL, I I� r �'V �, C'1 I i� .�( Il✓� Ji � LAllRELWOOD PRELIMINARY PRINT i liIf 'y SUBJECT TO CHANGE '' PLAN 13920 I ;; GARAGE 2036 SQ. Fr- ; " i 70 6E BUILT a+X TE eY OTHIRS t� SERENITY HOMES 8 / I CUST: MILLER { 11,Aq 12-14-05 i, UPDATE 12-16-05 F 58'-60 APPROVED BU COUnty Env- o me I Health D � Signature e U z -t a Li ham- ry U✓ UA a -- M U tt 0 o UI z LU 58'-60 APPROVED BU COUnty Env- o me I Health D � Signature 0U Foa ENCROACHMENT PERMIT !o o County of Butte Department of Public Works 7 County Center Drive Orovllle, CA 95965 U �t9 UC V�- Phone: (530) 538-7681 Fax: (530) 538-4356 All information except signature must be typed or legibly rinted Permit #: 060325 _ NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE STARTED Assessor's Parcel !, '-a so—c) Property Owner's Name: 1 Number (Required) 7� M a q PROPERTY Phone: c? p C11O J Address: Property izJ `c k R� OWNER u r Nailing Address (If Different): �o 19 6)L %S6 Dor�A incQ ` Durhq h 9693 Work will be performed by: Contractor Property Owner Contractor's Nam• l , 1�i 0_ Phone: _ Address: r Fax: Contractor's License _ - Certificate of Insurance currently ❑ Yes ❑ No WORK PERFORMED BY Number: - _ _ _ on file with Department? Applicant is: roperty Owner ❑ Property Owner's Agent ❑ Contractor ❑ Other:t I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. Signature: �he Date Signed: Road affected: Time and Duration of Encroachment: Permanent Encroachment ❑ Temporary: From To LOCATION Type of ' Encroachment: Driveway ❑ Roadway ❑ Culvert .._,....'0:'Fence...:-::..:. ❑ Pipe/Pipeline - Sign/Billboard_:::_...:Other: :,..�.,..z:....,.,. ;_ ...., Site Plans Attached: ❑ Yes ❑ No PERMIT IS: GRANTED ❑ DENIED Conditions: In com liance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) andspecial conditions written below, permission is hereby ranted. 1. ❑ Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 2. All work shall conform to accompanying: XDetail ❑ Plans ❑ Special Conditions 3. Other Conditions: ` s —34 PERMIT CONDITIONS (To be filled in by County) Date / Issued: J� . G' Y Expiration_ Date: Ss r�% Surety: y� l �i Date Amount 40 4 y `' Paid C� _ Check / No: Receipt No.: 3 7 Paid:,rQ Paid: By: /moi' (/ Mike rump, Director of Public Works Y' til -4- Road District: Inspected By: Insp on Comp ed - OK Completed - Not OK .a !'` Results: ❑ A rtional Comments Attached For County /, Comments: Use Only Note: If permits are faxed to any number besides 530 538-4356, they can be delayed up to one week. Form: 200506EP Page I of 2 ok Departm*ent ®f Public W®.rks C o u n t y o f -B u t t o O C 7 County Center Drive C OrovWe, CA 95965 J. Michael Crump, Director (530)538-7681 (FAX) 538-7171 A�Ci�w �y Shawn H. O'Brien, Assistant Director Assessors Parcel Number:,�uilding permit # Owners Name:122 Owners Mailing Address: ✓vrGl�� .� �` Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: El Not a County maintained road 0 Existing driveway conforms to County S-31 standard Other Approved by Printed Name Title Date CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. L . BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHERRIV.ER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ RADISE RECREATION AND PARK DISTRICT (PRPD) N/bURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) 016 M - (7 `�t L Building Permit Number 0 Property Owner (s) Project Location /Address Li 'i i�11 A 1 Subdivision Name Assessable Sq. Ftge 20 Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached -Xiteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ' ) verified by Building Department Comments: Build ng Department lUpresentative Date ❑ FRRPD ❑ CARD ❑ PRPD d DRPD certifies that: Dan }Aarr;s 65Xo 5 U ce - qti Wo Applicant Name Phone Number 29gb grac-e Ed Ch,9592$ Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. (> y - 10 -7 by Payment of: Dwelling Units @ $ 2-0 3 Square Feet @$' 1• y Remarks: per unit for a total of $ per sq foot for a total of $ Z , $ -7d . 7 Paid by Check No: Paid by Cash: Receipt No: ZgOq Q Recreation -and -Park District Representative Date Butte County Department of -Development Services v1, 'r 7 County Center Drive - ° �� �� ��.1. = ° Oroville, CA 95965 , (530) 538-7601 Telephone ° COU (530) 538.7785 Facsimile til ]BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from .other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. O I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained o 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 pen-nits/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: O n'kdl'�}�t—S APN: �� ^� Building site address: ��. �G R' Permit No.: 00005li . 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: r? A:�Aa - - — 1� SIGNATURE OF APPLICANT DATE r i1•"•ii,�;l• Department of Public Works Y a . c o u n t y f B u t t e LAND DEVELOPMENT DIVISION ,> ). Michael Crulilp, Director Storm WaterManagementProgram 7 Count' Center Drive �\\C� U �'1 / Oroville, CA 95965 (530) 538-7266 CLIC y�OF� (FAX) 538-7171 National 'Pollutant Discharge Elimination System (i�IPDES} Phase Il Construction Storm Water Permit and Storm Water Pollution Prevention Plan•(SWPPP) Acknowledgement rLESS THAN I ACRE Project Description: Project Location and/or Parcel Number: By signing below, L the project ownerlowner's 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 fon the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project' that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: ruuun num[A ra.X:l-S4l-JdL-JUb6 ucc ly 'LUUS UU:51pm, I'UUb/UU6, EUlQUA HOMES INC. BEND,OREGON DIVISION CSR -1392D-30 :14RLINGT❑N, TEXAS COLUMN SUPPORT REQUIREMENTS APPROVAL: MODEL: 1392D - MILLER ROOF LIVE LOAD: 30 ROOF DEAD LOAD: 10 LENGTH: 56'-0" ^WIDTH: 38'-6" 46'—B" II o _ co 'A'—HALF 1 N .1 -to M D #4 #31 C I B AI U I#5 I T - FI #2 #1 I E II co - I IIto i., I 0D 'B' --HALF •t 1 1 I I 1 > co +7 N ,°i� _ M c0 aD Q (V d M N N — L #11 I K J 1 #10 #9 11 HI #8 #71G 34 —3z S#12 RI IQ P0 _ N #61 M II c1 W d N 1 I CV 1> M CV N N r I aI c0 O COL DOWNWARD LOAD (LBS) COL # DOWNWARD LOAD (LBS) COL DOWNWARD LOAD '(LBS) 1 4092 7 2637 s= nw 4 2 4092 S 2932; ,., 3 \,l 498 9 V5-&5 4 612 10 3291 ARDRIMIED 5 2363 ` 11 3776 6 696 12 `3586 FOOTING OR PAD SIZE MUST BE DETERMINED BY DIVIDING THE SOIL BEARING CAPACITY INTO THE DOWNWARD LOAD. EX. SOIL BEARING CAPACITY = 1500 PSF, DOWNWARD LOAD = 3200 LBS. FOOTING SIZE= 3200 LBS = 2.13 SQ. FT. 1500 PSF INSTALL MIN. 4000# RATED PIERS AT 32" O.C. BELOW MARRIAGE LINE WALLS 0 = TRANSFER LOADING SEE SETUP MANUAL FOR FOOTING REQUIREMENTS.' SET PIERS 16" ON ENDS. 114'; i. fib rd At .......... ......... . . . . . . . . . . u e*ze 0 56'-0 -W ---_ r-__---� ------- ------ems 0 I 1 8 DR 4 1 FA OM SITTING ROOM (1'-P x it -a' ( L t l6'1 L 1 1 o I �� DIMING b r i 1d i r l p I 9'-1Y x W-3 21 f� 38°-60 t2' 3" L 1 B D 12 C? IQ�jCHEN j e 1 _ oo 1 BS If1 58'-6" ung a LIVING ROOM A I' BEDROOM 3 It ♦♦♦ 11'-6' X 12'-3' 1 1b'-11� X l2'-3" • a 1 . ENTRY` �.♦ w "`^"! m ``♦ ; �iue"H c �X vain i ♦� O �R 1 ♦ �' ` I I 1 �1 LAllRELWOOD .;; PRELIMINARY PRINT ��� '( SUBJECT TO CHANGE ;; �I PLAN 13920 i{ GARAGE II 11 27-d' x 20'-0' 11 , 2036 SQ. FT. TO BE BUILT ON15T. BY OTHERS 1 SERENITY HOMES (9/H CUST• MILLER i I `�—� i' 1'- (',- 12-14-05 It UPDATE 12-16-05 i ��_�� 14. -------------------F=- c -------------------- t -------------------------- ----- CENTER LINE TYPICAL T—BEAM —J O X --HALF I N r ii CENTER LINE TYPICAL '['—BEAM- -------------------- ------------- MARRIAGE LINE �..—.---------------- ---------------------------- -- CENTER UNE TYPICAL 'I —BEAM — -------------- ' o .I i _ , 'B' -HALF in -------------- --------------- -- CENTER LINE TYPICAL _I__ BEAM —------------- MARRIAGE UNE -a — ---------------------------- §r ------------------- —------- — ----------- CENTER UNE TYPICAL 'I'—BEAM 0 HALF tV CENTER LINE TYPICAL 'f'—BEAM -1 ---------------------------; ----------------------------------------- . µ.I al , Lo f � < GARAGE LOCATION Sao icm co CUSTOMER: MILLER RN C4 v 'j N A N ' FU Uq A HOMES FUQUA HOMES INC. wa FOUNDATION LAYOUT 1392D REV. I SHEET 9EY TYPICAL FouNOAnON LAYOUT ECT FOR SPE= INFORMA M ASDUT RECOMMENOEO FOUNDATI0t1 2 SEE COLUMN SUPPORT REMAREidENT 5 ECT FOR SUPPORT REQUIREMENTS AT THE MARRNOE UNE. TO SETUP MANUAL FOR SOILRE7IIt LOAOM & PAD SIZE IH'ORMATION 4) THE WERALL YADTH ISR THE '_ ONLY.*CUE BYUAS D MUCH AS 2'NDAn0N TOwIMARRLWE WANSION. THIS DDESNT INCLUDE ILIVE SIDING AND TRIM. - c c DASHED LINES ARE _ THE CENTER LINE OF THE °I—BEAM0 m HITCH END GAS FU Uq A HOMES FUQUA HOMES INC. wa FOUNDATION LAYOUT 1392D REV. I SHEET x } Butte County Department of Development Services. �� E- IN � T C S 7 County Center Drive, Oroville, CA 95965 _ 2 (530) 538-7601 w wv.buttecounty ngygqs RESIDENTIAL T' i - I APN: Permit No. 1 Owner. 039-250-042 06-0608 MILLER;�ELLIE' _ 1 site Address: BURDIC_K RD DURHAM CONT: JAEGER CONST Contractor. GARAGE. I � -A -fTFFc.4}� - f Type of Permit: 0;J - NM q p $P# 06-0543 41W t. G' • �t s • SII ! n .k �I SPECIAL CONDITIOi SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE it • DATE JOB FINALED: SIGNATURE: CHECKED BY N. = OK R MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat 0 or LPQ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncsills-Anchrs-Studs-Rftrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr I 11 Wtr & Sewer Connected-t/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs 0 Foundation 0 14 Exits fIS Cert of Occupancy 16 HUD Labebinsignia Numbers Serial Numbers DATE D E C KS' O V E R S`C A R P O T S `GARAGE S '�ni �-Setbacks-Easements gs; SoiIs-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs-Cnnctrs-S hthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 66 r Car Wndws-Doors l e` idinl - Nailing -Veneer -Stucco -lath of; Shthg-Roofing 11 Ext teps-Doors Landings raced Wall pnls DATE IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance -GR 5 Elec Pool Lting; 15 volts-GF1 6 Elec Enclsrs; Conduit Entries-Terminats=Listed 7 Elec Bonding; Metal w/5'-Crcltng Egp-Htr 8 Elec Grndng; Eqp w/S' Crcltng Eqp-Pool Ightg Bokes-Enclsrs=pnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr•, Fencing Alarms 13 Bonding, Diving board or Slide o' o`er dr °•` �� °� 0� Pool Drawing i.. OK - Nnt RESIDENTIAL (Single & Duplex,) DATE 1UNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Fig Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Fig Dpth.. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub-Acc 6 Stemwalls Garage;'Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 63 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test\ A 10 UF, Gas Pipe; Sz Anchrs-Sz z Test ° 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE MECHANICAL 13 Plenums & Ducts; Cirnc-MaterialSupport4nsultn 61 AC Ducts Insulin & Support 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air RtrnfVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic ' \c d o '`• m\ DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 25 Frpic Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty tine Firewall & Opngs 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtri Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall phis 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws a` DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clrncans Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cirrs in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑CU or❑AL AC Wire Sz ga ❑ CU or ❑ AL 48 Range Circ ga ❑ CU or ❑ AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrnrs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 0 FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GR & Bath Fxtrs & Tub Acc-Spa . 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cirnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cirnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure .79 AC Duct in Garage -Damper 80 Wtr Htr• Vnts-Clmc-DCom Air Cnnctr-PRV; abv fir Mech Prtctn- LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn .82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic _ 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Wits abv Roof, Plmb-Appinc-Frplc-Cirnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn _ 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec -96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 97 Energy Cmpinc Cert -Mer Certs 98 Address Posted 99. Fire Sprinkler °•�, 0\\C °sem 0\\C BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING1PERMIT BP060608 24 HOUR INSPECTION #: (530) 538-7636'(OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 B. C. Building PermitOl-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/01/2006 APN: 039-250-042-000 the Business and Professions Code, and my license is in full force and effect. 4 license Class: License Number: 1�. C+� � �l Site Address: 3209 BURDICK RD DUR DateS� 6 Contractor: SCA0112 Map Index: Description: GARAGE(484) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MILLER EMMA LOU TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a P O BOX 204 signed statement that he or she is licensed pursuant to the provisions of DURHAM, CA 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 95938 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 (8500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: JAEGER CONSTRUCTION Code: The Contractors' State License Law does not apply to an PO BOX 1300 owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, YUBA CITY, CA provided that such improvements are not intended or offered for (DAN HARRIS, AGENT) 95992 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-673-3885 (530) 566-9480 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: JAEGER CONSTRUCTION not apply to an owner of property who builds or improves thereon, PO BOX 1300 and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). YUBA CITY, CA ❑ 1 am Exempt under Article 3 of the Business and Professions Code 95992 530-673-3885 Date: Owner: License #: 268056 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 Architect: is issued. Engineer: ❑ 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:CIIQtL QN922DE&A 9111"UNIC1 61h Total Square Ft: 484 S.F. Policy #: Valuation: $11,616.00 Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: _iz� ApplicanL_910CIE 1r1 i WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), in addition to the cost of /S6 �� compensation, damages as provided for in Section 3706 of the Labor / 7 code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This .permit i "hereby issued undewt app (cable prcvisicis o! -the Butlo.. County Code and/or- , I hereby affirm that there is a construction lending agency for the R oI I.lo o do work indicated a for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)—�� Date: Name: PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all 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 But County to_entter upon the above mentioned property for inspection purposes. Print Name: _ 01 ✓ 1J Signature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building PermitOl-16-04 pg 1 i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530)•538-7541 PERMIT NO. BP061465 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that ,I am licensed under Issued Date: 07/13/2006 APN: 039-250-042-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ^C License Class : C147 License Number:�W Site Address: 3209 BURDICK RD DUR Date:7—42 04; Contractor5Qvvy1+4 4Ames Map Index: Description: covered porch (160) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MILLER EMMA LOU TRUST permit to construct, alter, improve, demolish, or repair any structure, prior P O BOX 204 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 DURHAM, CA the Contractor's State License Law (Chapter 9 commencing with Section 95938 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 sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions' Applicant: JAEGER CONSTRUCTION Code: The Contractors' State License Law does not apply to an PO BOX 1300 owner of property who builds or improves thereon, and who does YUBA CITY, CA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 95992 sale. If however, the building or improvements are sold within one 530-673-3885 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). O I, as owner of the property, , am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: JAEGER CONSTRUCTION not apply to an owner of property who builds or improves thereon, PO BOX 1300 and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). YU BA CITY, CA 95992 ❑ I am Exempt under Article 3 of the Business and Professions Code 5330-670-67 3-3885 Date: Owner: License #: 268056 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurancecarrierand policy number are: Carriers k% CZ Co!"'1aPTL5tt7 j0 LINJIMCQ Total Square Ft: 0 S. F. Policy #: (3 1 Valuation: $0.00 Census Code: ❑ 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. Date: Applicant:Z��Y� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject a( employer to criminal penalties and one G� hundred thousand dollars ($100,000), in addition to the cost of C Amo -l& ( ` �v Y� � � compensation, damages as provided for in Section 3706 of the Labor / �� /�lJ'-l& code, interest, and attorney's fees. �� &/q q Arzud CONSTRUCTION LENDING AGENCY ThiiS permit is h reby issued under)he plicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Rsolutions do work indicated Gov for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By. Date: (J Address: PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner 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 toenterupon the above mentioned property for inspection purposes. Print Name: Vy %__] Signature: Date: ( — Ts=z> ❑ owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 1 r t BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES) i ' 1BUILDING PERMIT APPLICATION LAND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 •'CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE �IVILL BE REQUIRED AT TIME OFAPPLICATIOIN **PLEASE PRINT. CLEARLY** ,.OWNER t Last Name Name AddressCl Flrst Name Address .31019 &un4ip Ciiy State CIA' Zi Phone Fax i f E-mail i APP, LICANT NAME CONTRACTOR . Name AddressCl ! t 13 d 1 city(,: -.3 "14 State Zip Phone Type Const. i I Fax ' I a E-mail Fax i Lic. #r ID Class .. APP, LICANT NAME ARCHITECT/ENGINEER Name ' j Address C t "ity Fax State, Type Const. i I Phone Fax i E-mail Planner Slate License Number l i APP, LICANT NAME ' NamemAgivil ` Se bc Address CityCh Stat Zip Q Phone Fax E-mail ,r APPLICANT SIGNATURE r ; For office use oral ':" i Zoning —2,0 1 Flood Zone Cross Street j SRA Y=es Policy Nuniber2 Carrier 1 �. Occ. Type Const. i I Subdivision Name Map Book I Page Lot # . Planner Date Approved: i• i PIERMIT N10. BIP OG / yd' BIN # LOCATION AP# a311 a1srs- Property Address City Cross Street j WORKER'S COMPENSATION Policy Nuniber2 Carrier 1 �. 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 j i Description or Scope of Work: I Sq. Footage C� 1 u Structure taunt wunoL 0 Proposed Change'of (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued. will expire one year after the date of application: In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit.and no construction1work has been done. Filing fees, plan check fees for work plan checked and other department: costs are not refundable. I OVER. FOR 511.1113MIT 1 AL RIzWUIKC1V1t:N II Z) U K:\FORMS\BUILDING F0RMS\BldgApp1S6bR'q'mts.doc Page 1 of 2 f Received by: Amount: Bldg 1 SRA Receipt #: Sheriff 14 -f 1 SMIP Date: �O 6. {InO Total REV i'-27-04 •� tea' t' > . c ,, ,.. _ e � � � j • .1 f *f ,:: 1 Y 1. +1 • i 1 .i " . f i Y .i � ... s"t i, la a •c r t t h " -•�,f ' 1 i r F � �^ Y, a t._:1� v_;. 2, . /— _t i v TO: Building Division — Development Services FROM: Environmental Health E.H. USE ONLY Plot Plan Attadied "L Flow Plan Attaohed�— Sent to BD/DS SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal: Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 Water Supply: Public Private Well Date�/ - ,,. .l �. r � T •„ �T � • � . �. '� i • -.w •T; - .N:rA. �. , 1` .' ! \ 1 .-n .f,..,,•r:'�' R v.Y��r « ._.. _ • . � 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: p' ' I vASSESSOR PARCEL NUMBER Proposed Building Use: C b V • / &a clam/ iPermit Technician: Date: 15 -06 Items required in order to apply for a permit All boxes MUST be checked OR marked NA in order to apply. I J 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. �j IN .2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8.' Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. \ ❑ 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required............................................................. 9g 19. Fees as shown on the attached Schedule of Fees Due Sheet..........!)Y!!!T. ��•vE. �'5t q 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. / \ Q 22. California Department of Forestry plan approval ❑ paid. Sent by: ....... 23. Planning approval for (A) Use: �.... (B) Parking: (C) Parcel Check: �....... �❑ 24. Contact Land Development about -Improvements, -Drainage ........................ 0 25. Fire Marshall Review (commercial projects only). Sent by: ...................... �g �1v .26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 131. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other. ❑ 37. Other. When issued Telephone �/�iJ I'r'1 /G%Z/ 5 5-661V60 and hold for pickup - I have been informed of the above items and requirements for obtaining a building permit. Applicant r Date: C� (}�� 1. Index permit a lication for the above items numbered: Plan Check Letter 2. Additio items required ntractor esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: �� 6�� tor, designer, owner, 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 Date: Plans approved by: Date: / Structural reviewed by: Date- tructural approved by: Date: 62104,(p Note transfer by: Date: ,.; Yellow: Building Division 1+, L 56,— ou TLi 0 _{ I j ao V�1a W I f 1311 DR 4 1 FA OM r s'- ' SITTING ROOM 2 -3• 2' { a'-4* x 1Y-3' i O L CV 'O�— N.. cu N I O = U i cp� DINING I� �t0 ? L i C f D I 9' -Cr x 8'-r y'B 1 C U 38'-sn 1 12' 3" L 1 B D 12' a• W ; IQ$CHEN 00 I ' ' LINEN I m LIVING ROOM A BEDROOM 3 1c-11• x 12'-a" UTILITY 11•-a•; f . ow MtIw m ♦♦ p, ff 1 SPAG R SH _-------� _ _ I �- � IIS V� let• �• wry. �� 1 d �1 PRELIMIt"Y PRINT ; i II LAURELWOOD `If �'�( ' 'y SUBJECT TO CHANGE ;; 1 '' GARAGE II ' PLAN 13920 .} ' Ii 27-w x ao'-a• n 2038 SQ. fT. II To IE aunt cm sTE BY OTHERS ;; I SERENITY HOME'(` g / ' c CUST• MILLER i Ii_ fCQ-QV-q.0 ��' -�•. 12-14-05 ' i- 4L�2� '� 1 UPDATE 12-16-05 '' _________ 1 �' " '-- -�--- -- �c -_ ti -. -- ----1-------- � --� 58'-6n TMENr ��TT� OKI Department of Public Works o� Irk 0 0`'�, C o u m y o f B u t t e 11,1 O -` O I J. Michael Crump, LAND DEVELOPMENT DIVISION / Storm Water Management Program �I\ o C Director 7 County Center Drive �\ Q t J t Oroville, CA 95965 AGeCIC WOP�S (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement ILESS THAN 1 ACRE1 Project Description: L� _C/ �S` X 0 eDU2r(�X . Project Location and/or Parcel Number: n:� 9 _ QJ;b — n HI By signing below, I, the project owner/owner's 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 build -outs of.less than one acre but when combined with subsequent phases.total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. , I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program . Revised 5/24/04 Butte CozuTtyDeparLmentofDevelopnlentS'ervlCCS 7 County Center Drive Oroville, CA 95965 _•:_,. a o•._ ..-moo (530) 538-7601 Telephone (530) 538-7785 Facsimile OpUN BUILDING PERNUT APPLICATION WITHOUT REQUIRED CLEARANCES 1 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: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved •Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plan& The Building DivisiQn 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 r uire submission of amended building plans to the Building Division. Once the plans examinationprocess begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). , Please print: Applicant Name: - ApN: Building site address': 6 �/ . ��/ wpermit No.: r /r 6 7 6 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: SI NATU F F APPLICANT DATE 0 Copy to Applicant/EHMIe 1'-:FohTLVBldgPermitwithoutClearanca 020705 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060608 B. C. Building PermitOl-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/01/2006 APN: 039-250-042-000 the Business and Professions Code, and my license is in full force and effect. License Class :G -4I 7 License Number: �aSG Site Address: 3209 BURDICK RD DUR Date ' Mapindex: Description: GARAGE(484) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MILLER EMMA LOU TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a P O BOX 204 signed statement that he or she is licensed pursuant to the provisions of DURHAM, CA 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 95938 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 rive hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: JAEGER CONSTRUCTION Code: The Contractors' Stale License Law does not apply to an PO BOX 1300 owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, YUBA CITY, CA provided that such improvements are not intended or offered for (DAN HARRIS, AGENT) 95992 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-673-3885 (530) 566-9480 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: JAEGER CONSTRUCTION not apply to an owner of property who builds or improves thereon, PO BOX 1300. and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). YUBA CITY, CA ❑ I am Exempt under Article 3 of the Business and Professions Code 95992 530-673-3885 Date: Owner: License #:.268056 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 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:G' QfL QLVOW&n IMUERNICA 669 Total Square Ft: 484 S.F. Policy a.DOb619 Valuation: $11,616.00 Census Code: ❑ 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' e compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: LU i' %:,, rr S WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of �n �%Z / OU"0 �`�� compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. / /n/ CONSTRUCTION LENDING AGENCY This per i hereby issued and app (cable provisions of the Butte County Code and/or Vab I hereby affirm that there is a construction lending agency for the R olutio s o do work indica e for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ .) ' Date: Name: B _o 2 Address: PERMIT EXPIRES ON: 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 & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all 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 B�u�t/��\County to enter upon the above mentioned property for inspection purposes. _ O Print Name: lb rel / V 01 t TA J Signature: ID�f7& Date: y�1 6 ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building PermitOl-16-04 pg 1 A,, X67. qd BUTTE COUNTY DEPARTMENT, OF DEVELOPMENT SERVICES RMIT BUILDING PERMIT APPLICATION 0• LN AND SUBMITTAL REQUIREMENTS State 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 841-2834 OFFICE #: (530) 538-7541 BIN # A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds / "PLEASE PRINT CLEARLY" Fax OWNER Last Name- � Y 1 first �� . � Address 0 am � t City\^(;"�. r ' Phone �I - aC29 State Zip Fax E-mail ' 1 ' APPLICANT SIGNATURE X g�:)CICY For office use only: CONTRACTOR Nam ;Flood Zone Cross Street r� Address �d. City b cuct? City G 1 Zip CFS State Zip Fax E-mail Fax State License Number Phone 5 _ J4 BO Fax X66'91 y r3. E-mail Uc. # Class 1 ' APPLICANT SIGNATURE X g�:)CICY For office use only: ARCHITECT/ENGINEER Name ;Flood Zone Cross Street r� Address 36 O 'Mo w . l.cnt: City 6 StateG 1 Zip CFS Phone Lp (� 9 Fax E-mail Fax State License Number 1 ' APPLICANT SIGNATURE X g�:)CICY For office use only: APPLICANT NAME Name ;Flood Zone Cross Street r� Address o Occ. O Cite _ State G Lp (� 9 Phone Date Approved: Fax 6 � 8 6 6- E -mail 1 ' APPLICANT SIGNATURE X g�:)CICY For office use only: Zoning rMerty Address �"'II ;Flood Zone Cross Street SRA I Yes o Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:IFORMS\BUILDING FORMS\BldgApplSubRgmts.doc 3 LOCATION AP# O O rMerty Address �"'II Cit I I f'ii Cross Street WORKER'S COMPENSATION Policy Number _ 1 o Carrier o r F 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 _, r Address Page 1 of 2 Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon. written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: 7Y ` im'00 ` Bldg �/ SRA Receipt #: ��'1r `r (o2 �S Sheriff SMIP 111 Date: � I q `Z CO Total I I REV 2-24-05 USE ONS 1 Plot Plan Attached / Floor Plan Attact ed— / Sent to 8D/DS TO: ivision — Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance ,W1&e:,z>,A,, � - asp Owner Location AP# Plan Approved for: Sewage Disposal: ✓ Water Supply: Public Private Well Clearance for dwelling. Other 41 14 Hold final for: FZZz Final clearance O.K. for: (VOTE: Environmental Health Specialist ate Building Clearance 9/2005 COUNTY OF;BUTTE-DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING &110SIO& 7 County Center Drive, Oroville, CA .95965 Phone (530)538-1541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: / / !/ i C_, (I e C / ( ASSESSOR PARCEL NUMBER (Q ?q Proposed Building Use: I ral 2 0 Permit Technician: iiiP' Date: 3 -26 ! ,,' c Items required in order to apply for i ermit. 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. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5.. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. " ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form 7 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other ftnainin items needed to issue the permit. (May require additional plan review upon receipt of the following items.) JY � (14 nitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan 19 Required........................................................................ Vees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑•California Department of Forest plan approval ❑ paid. Sent by: �N 23 Planning approval for (A) Use: r(B) Parking: (C) Parcel Check:.....zv�6 _ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... J26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone, 211/ D-40eii-� and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: g r r Date: A1n� y 1. Index permit application for the above items numbered: Plan Check Letter 2. ddi ' nal items required ✓�� ntractor, esigner, owner, 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: Contractor, designer, owne was advised of the ab ve data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: CA(""- Date: Plans approved by: ,G Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by:Date: )--5-7o,6 Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY* DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner MILLER, ELLIA & ED APN No: 039-250-042 Application Date 3/20/2006 Permit No: BP 06-0608 Permit Type: GARAGE 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 (State Responsibility Areal Building Inspection $109.98 0 1 - $204.98 NUN -REFUNDABLE portion of fees due at application $219.96 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $219.98 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $331.1a Galall{.0 VI OUIIUIIIIU r-CIIIIII rCCJ tlrVlll IAV. 1 21UVVCI SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* $1.16 RECEIPT DATE Tech/Asst 4,q gIkrL3/20/06 Tammie KEt:EIt' 1 UA I E Tech/Asst At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applican f Date: —*�11\ 11(v` Pursuant to Government code ection 66020, you are hereby notified those Items followed by an "*" may have been imposed on your You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 Butte County Depar�nel�t of Developxzient Seances 0 �U1iIL ° 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone ° CIO� �y ° (530) 538-7785 Facsimile UNS BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES 1 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: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. 0 I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits, and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to, all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: T7 yl NQCf'&.S APN: Q. -W! 60y— Building site address: Permit No.: �lp' 6 I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE 1099 41TMENr `O,c 6vTT� y �. 0 0 0 w \ .`,.. ;1 0 .— �;� 0 0 �� cO U t4l A�QI C W0 I Department C o u n t) J. Michael Crump, Director of Public o f B u t t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530)538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II .Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE] Project Description: i ,vi -1 Project Location and/or Parcel Number: C� ` C) e-1 A By signing below, I, the project owner/owner's 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 build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: �OI(p.,'-s Title: Agod -Eor' Gd'Tl�acE�ir —- Date: 3N Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 k0*'1It, �. ,-� .. .- ..r � .r v. _. '-:"-. .. �. ..,`-.-_r w::n ..... -s -`.,.._-v�:.+.^,SM,�•y.,Pgij.'^�rt�i'3't1.3'w.r"A. ,. ...�`J:. :.��Ar.'_ :?:,.r1Y: a4.`.x�. w..C_ .. .. �...r+•�.r f _ :,.X;:. 01 r_ District Identification P t 11 School District A.P. Number Property Owner Property Location Subdivision ,...................................................................................., Residential Development Oj 0 Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group. R) Units Installation Conversion Permit # '(No foundation inspection) ........................................................................................ BUTTE COUNTY SCHOOLSIMPACT.FEE CERTIFICATION FORM (One form per Building) Building Department No. (y� 5 3 �3q2. Jurisdiction: Q City rCounty Lot No. �' Commercial/Industrial 0 New Addition Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) 63.9 Sq. Footage (Including Exterior Roofed Areas) 5q-nG Date ' �1,ilZ 111+-�1 UN I FI &-'7> School District certifies that E1 -0 67t- t tbuuiN 141'11.e r (Applicant) Bu 2cri C� _, (Street Address) (Phone Number) ba e-a*t-► (City) (State) 9s�3 S (Zip Code) has complied with the requirements of Resolution No. �' Z by payment of $ LiS6d• T representing D 3 �o square feet. JrB 2926 S LL MITIGATION $ 3 -2o-o6 School District Representative Date Paid by Check # Remarks: 0� Node@: You may protest the Imposition of the tees Identified above by subnftng a written protest to the District, In compliance with Government Cods 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 fess In any court action. K, subsequent to the School District Representative signing this Butte County Schools Impact Fee Cw0adon Form, the School District Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this Drolect may be sublect to additional school fees to fuliv mteaste its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) f efonn.xis (305JKir= r SITE PLAN REVIEW APPLICATION Date: WfZ Z47k APS# Permit Number (if applicable) p%- oSt"t 3 Bin Number APPLICANT INFORMATION ®� ®� Parcel Size: Owners Name: Owners Address: Telephone No.: Site Address:�- Proposed Use: Zone: D9 -- Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home C• p154{,3 j Residential Accessory e6 • p6fpb ❑ 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: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form Brief Explanation/Issue: 6e, e7 loAj /�2� amu/ v�_' GP: 0 �G DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved El Conditionally Approved E] Resolve Problems Prior to Approval E] Resolved By Date A-tfl— f S 206 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: ►A jib General Plan: ('L-tl� Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front® Side Side Street Rear'` i Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Parcel Created By: Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name:. Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: �} ooh 9 G2�c.r _ (� 7 2 - t-17-5 ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: . ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: W, r Book: Page: I 2006-0015653 " BUTTE Recorded i RIEC FET 10.68 AND WHEN RECORDED MAIL TO: COUNTY Official Records I BUTTE COUNTY BUILDING DIVISION APR 2 12006 LObutte°f i COPIES f1f�D UPY i:00 7 COUNTY CENTER DRIVE I:AI`IM J. GRUBBS I OROVILLE, CA 95965 DEVELOPMENT County Clerk-Recorderl SERVICES I DD 09:33t11'I 2lar-M I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT . . Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, 0 smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date .3 - 1 Y7- 6 PROPERTY OWNERS:, State of California County of Blldfc On -NQ, oh % before me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the persooaKwhose na"eeir qE subscribed to the withi instrument and acknowledged to me that e/ a ey executed the same in hauthorized capacity(Wand that by*1s"A&the` signature on the instrument, the personfd or the entity upon behalf of which the persoj(41cted, executed the instrument. / WITNESS my hand and official seal. A.P. # ©-Z -I - Z50 -OW - CO 00 L NOTARY PUBLIC-CACAI.IFORNIAam 'P BUTTE COUNTY My Commission Expires APR. 15, 2006 90-18617 ;1 F.XUIBIT A All that real property in the unincorporated County of Butte, Statr of California, described as: PARCEL ONE: Beginning at a point on the South line of the Northwest quarter of the Southwest Quarter of Section 26, T 21 N, R 1 E MDB&M, County of Butte, State of California, which point is the true point•of beginning for this description and from which point of beginning the Southwest Corner of the Northwest Quarter of the Southwest Quarter aforementioned which is also the intersection of the North line of the Burdick 'Road and the centerline of the Troxel Road bears North 891 10' 00" West a Distance of 677.26 ft., thence leaving the point of beginning and running North 00° 03' 32" West a distance of 529.03 ft., to a point, thence South 89° 01' 00" East a distance of 656.60 ft. , to the east line of said Northwest Quarter. of Southwest Quarter, thence South 000 07' 00" East a distance of 527.34 ft. along the East line of said Northwest Quarter of the Southwest Quarter to the Southeast corner of said Northwest Quarter of the Southwest Quarter which is a point on the North line of the Burdick Road, thence :forth 390 10' 00" West a distance of 657.26 ft. to the true point of beginning for this description. EXCEPTING THEREFROM the following described parcel: A portion of the Northwest quarter of the Southwest quarter -)f -q<-fiction 26, Township 21 North, Range 1 East, M.D.B.&M., described a.s follows: Beginning at an iron pipe on the South line of said Northwest quarter of the Southwest quarter (which is also the North line of the Burdick Road) from which the Southwest corner of said Northwest quarter of the Southwest quarter at the intersection of the North line of the Burdick Road and the center line of the Troxel Road bears North 890 10' West 103.52 feet; thence North 00 07' West 527.94 feet to an iron pipe; thence South 890 01' East 231.0 feet to an iron pipe; thence South 0° 07' East 527.34 feet to an iron pipe on the Northline of said Burdick Road; thence North 890 10' West 231.0 feet to the point of beginning. PARCEL TWO: Beginning at the Southwest corner of the Northwest quarter of the Southwestquarter of Section 26 T 21 N, R 1 E, M.D.B.&M., County of Butte, State of California, which point is the true point of beginning for this description and running thence South, 891 10' 00" East a distance of 677.26 feet along the South line of said Northwest Quarter of the Southwest quarter to a point, thence North 000 03' 32" West a distance of 529.03 feet to a point, thence North 891 01' 00" West a distance of 676.60 feet to the West line of the Northwest quarter of the Southwest quarter aforementioned, thence South a distance of 530.76 feet along the West line of said Northwest quarter of the Southwest quarter to the true point of beginning for this description. EXCEPTING THEREFROM the West 20.00 feet thereof conveyed in deed from L. M. Sutliff to the County of Butte, dated March 8, 1887, and recorded in Book 27 of Deeds, at page 22.2. AP# 039-240-029-000 ;r AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document.Recorded 29 -Mar -2006 2006-0015653 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that realpropertysituate in the County of Butte, State of California, described as follows: CL Date 03-1'7— �5 4f PROPERTY OWNERS: State of California County of Pbt;H-C On Narab "? , &6to before me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the perso whose nam is yt subscribed to the withi instrument and acknowledged to me that a/may executed the same in h' 'e eir authorized capacity( and that by /0tltieir signature on the instrument, the person'd or the entity upon behalf of which the person acted, executed the instrument. yy WITNESS my hand and official seal. A.P. # D--,3 9' - .Z 50 -0, /, -0 0C) CL C014.9m. # 13510 9 NOTARY PUBLIC -CA!! IFORNIA BUT COUNTY My Commission Expires APR. 15,2W6 so -18818 ^=. PAF?CEL THREE: A portion of the South half of the Southwest charter Of Section 26, Tovn hip 21 North, aange ' East, Mount Diablo Base and Meridian, more particu.Iarly described arz fcllc%,S: Br ginning dt the IatJi ttie�:o _ SoU`..hueOt quarter of as id SE-ction 26 on the NOrl.n si.ce of the Burdick Road, from which point the Northwest corn•f.,r of said Southwest- quarter bears Ncrth 890 10' vicst 1334.64 feet; and running thence from said point of beginning along the North side of said Burdick Road, South 890 i0' East 83.42 feet; thence'South 0'.'18' 25" West 1326.84 feet to an iron pipe on the South line of said Section 26; thence along said line North 89` 20' SO" west 250.08 feet to an iron pipe; thence leaving said line North 0° 17' 55" East 1327.62 feet to the North side of Burdick Road; thence along said line South 890 10' East 166.84 feet to the point of beginning, containing 7,62 acres, more -or less, subject to the rights of Burdick Road over the north 40.00 feet. thereof. AP# 039-250-012-OCOID(— €'ARCEL POUR: A partion of the Northwest Quarter of the Southwest quarter of Section 26, Township 2.1 Porth, Range 1 East, M.D.B.aM, more particularly described as follows: Beginning at an iron pipe on the South line of said ivorthwest Quarter of the Southwest Quarter (which is also the North line of the Butdick Road) from which the Southwest corner of said Northwest Quarter of the Southwest Quartet at the intersection of the North line of the Burdick Road and the center line of the Troxel Road bears North 890 25' West 1103.52. feet; thence North 00 07' Lues} 527.94 feet to an iron pipe; thence South 890 16' East 231.0 feet to an iron pipe on the North line of said Burdick Road; thence Nor`-'-. - - ?5' -•.e5,: 23:1..0 feet to the point of beginning, containing _ 1!08..c:rE ., mo, Or less. AP# 039-240-030-000 OC - STATE OF CALIFORNIA ) ) ss County of Butte ) On ?.� � 19 y ,' before me, the undersigned, a Notary Public- J.n an for saic—State, personally appeared EMMA LOU MILLER, known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument, and ac..nowledged that she executed the same. W?TNF.SS my hand and official seal. LINDNM DAY 'Y ,-� C;)TnF,a : �4'l^J • Ca_•PC,F•i:a � .�. � �� /� /,y S e PA-_PCEL "[ Ems- A portior: of the South '.calf of the Southwest quarter of Section 26, Tounship 21 North, ?h:age Faet, ftUnt Diablo Base and Merld'_ane :'.tire Pari •Cu.�Z.r� de _r 'i' -1' SC 'bed as f'C11G��S: 13! g inning dt the i'aCi Ldie� S � Sju: hvaest quarter of said SE•ction 26 or. the Nor.'.n sire or the Burdick Road, from which point the Northwest corn.r.,r of said Sc:2thwest quarter bears Ncrth 89' 10' most 1334.G4 feet; and running thence from said point of beginning along the North side of said Burdick Road, South 89' 10' East 83.42 feet; thence'South 00 18' 25" West 1326.84 feet to an iron pipe on the South line of said Section 26; thence along said line North 890 20' 50" West 250.08 feet to an iron pipe; thence leaving said line North 06' 17' 5511 East 1327.62 .feet to the North side of Burdick Road; - thence along said line South 89' 10' cast 166.84 feet to the point of beginning, containin.r 7,62 acres, more or less,'suaject to the rights of Burdick Road over the north 40.00 feet thereof. AP4 039-250-0.12-0000�_ PARCEL FOUR: A portion of the Northwest Quarter of the Southwest quarter of Section 26, Township 21 Porth, Range 1 East, VI.D.B.&gJ, more particularly described as follows: Beginning at an iron Pipe on the South line of said Northwest Quarter of the Southwest Quarter (which is also the North line of the Eufdick Road) from which the Southwest corner or said Northwest Quarter of the Southwest Quarter at the intersection of the North line of the Burdick Road and the center line of the Troxel Road bears North 89' 25' West 1103.52 feet; thence North 0' 07' West 527.94 feet to an iron pipe; thence South 89' 16' East 231.0 feet to an iron pipe or. the North line of said Burdick Road; thence Nor"-. 4- -,-e5 ronin 231.0 feet to the point of be • y 0 ..::r e:. , trio' or less. g • g. containing AP# 039-240-030-000 0,6 - STATE OF CALIFORNIA ) ss County of Butte ) On ff`9 ,7 1919 before me, the ur_de'rsigned, a Notary Publicn-and for said -State, personally appeared EMA MILLER, known to me or proved to me on the basis of satisfactoryU evidence to be the person whose name is subscribed to the within instrument, and ac-nowledged that she executed the same. WITNESS my ha::] and official seal. -�. (liFtl:LiL Sti4L �'"' • � WIN. !A. Dr,Y r � r:o�:..:•r,:t•_-'�•GF'"a F _ _ ��'"'�r:�Ait•'�/, Illy�� 0-(s L v V U 10. -1-4 17.8 A -34V'd,'d-d ;11 -.1-ULITYHATIONAL'UTLE - ----------- - 4f r'. y. el r I h F aij r I BY md'hUqSVN & %JLKEY r . OAAI�Y'A- U-59 An I Co. Plins'Ok ..34 A(Ma v P; r i E. u r K1.,4 a w L'o,jii W i AM VA jk.' r 'SA. LO LLF.R b6sband nU �w ifv 10 j,! qJ L: PC $4.40 ar J%`*.VT iTFNi NTT 01 cvmy C; e .„tealy pc r c i ori. 6. -a 0SOUE11 - h.d I 1 of L. qua r.to q ot..Sect-iPp 'Towfidlito .21 RA.nge I ..Ea ; mouilt- UiabLq ba*.qr &I -Irl Me.r a vricu lurly. -em.acy L bed' ae fellows:. Be.ginnihg -a r -.c ic. NorCheasr corneir of Lho. Southwet Souchvcit juarterl'of rai.'A' ' i d e'. c I Seir r ioii 26:on ..the Noth s..r Bur.dIck':KoAd,' Er” wiijL'Ji poi 'r conNo, thwest coeri-o f saidid ' West aht+ Sbuthide uar er. ear.5 Ncittb 99 *-*piUnt of- b SA 41e, U�hn g i -�tc h 'td e" of ek'R6^d Sduth'091 16 E..'i c 87.42: Eee.c L!-ei)c% C ' South an Lf un. South ."We a t ' X726:84 tt 'f� on e 6 LV 2 5 td Section 26'- thetite—a 16hk -said'. lilic Ncl:rbi 131" '20'. 9' r i l.; F VI I a. E Sim wj" "d thd mbi"& r" V A. I UT A2 ITATrMICNTSI ley.. aind Emm. Lo!j .Miller h 704,: Dur air, 0 'R et e Ii v' e d i B. -A 1 2 49PM 000,141 0, 0'4,'.- weit .'feet to'en, iron . pipe; c the,vI*,:-e. lcavl'ng -,4*4P line Norr'l 5 t4at 132*1 -.62 feer.. to the N. -i to side. a f 6iltdic% Kamd; ivn4�e otig sa id A !.ne* - Sdo t L-) tq t L66. B4 feiic' to '('hu- iioknE tyf o% be giiiii c on t4k 1. ning .7.:62. acres, &.n r e or I 1! 5 liub j e,r t. to [he ights f 0:Ur d,I c W 7t wi d 64e r the np r c Ii O'QO feet Eh rep f.; Pat .... Apri .1; 14..'., a t .^t, COON ........... ......... .............. 3rTATic or CAUFURMA -T: r i l.; F VI I a. E Sim wj" "d thd mbi"& r" V A. I UT A2 ITATrMICNTSI ley.. aind Emm. Lo!j .Miller h 704,: Dur air, 0 'R et e Ii v' e d i B. -A 1 2 49PM 000,141 0, 0'4,'.- MEWS. 7 Co. ow c L -ed sms" GNU? Ila. Je Awa ROAR:- Ar. am" - aza�m. AMLozAL 23 dt!k= GIX44&0. Akw gm -7 JO AV 01 Lgr 3 r 92 F7 2 Aaf F*X Pm 1� 3 25 7M= MW=-Avom Awa=es mly A= AM aff cowsr77m A& L. WSW ccum THIS IS NOTA SURVEY TH)S-ISACOPY 0j:-TpECaUMTy., FLAT MAP' ASSASSESSOR'S:S. AND IS PROVIDED SOLELY70, AIN. LOCATONG THE LAND I N.19ESPECT TO ROADS AND OTHER PAR CE.L!;.'FIDELrTY-'kATl0(fAL C> TfTLtto.. ASSUMES NO LIABILITY FOR A14Y OCCURRING -ayflEASEN-O' FRELIA14CE. • TflZuou. ueu GV Vo V'},JOP Miller - `J.�U-tiy�111 p,2 1� LP �� Fra:e�.L TERSE: > C1 LYrr".: Oi }�oL cL':t1 f`c-'- i ;c`- 26, :'o!;n._h ip 21 t•ior t:3 • R_-iacC- =Cwt, ��J::cyL Di _-'S to Dose �. o'er=d=an, Z7Lr"u are d�Ls:'.:Tc iJ�i7 -1iC.,.,?G �_.. '� r, ng z: the i:��:tliC•:�. . . Cduth.':CGt auartt'�r of said Z& on the i�c+ ►_:� .=ir.c t' t�� Burdick Poad, frors which point the Nortriwest So -u hwest quarter 'bears ?:cZt�. 830 "iD' i`r.st running therce from :,a -;d paint of becisining along the a3,,ri.h s1da,> of said Burdick Road, south 690 161 Law. 23.42 zeet: 'South 0" 18' 25" West 1326.84 flet to an iron. pipe on the Scutt line o ;-aid Section 25; t'hencc along said lir., .Jo: th 691 20' 5011 West - 250.08 feet to an iron pipe; thence leas _r.g said line Nor t:: 17' 55" East 1327.62 €eet to the Niorgy side of Burd;ck Rcs�•; ,thence along said lire soul. -A 8:'= "_El° tart 15G.84 r z' c.;:2 A. �o point of beginning, 7-G2 acres, more o; less, suaject to the rights U'_' Burdick \ua%4. oJer t!,i S:orth 40.00 fee; thereof. APr= PARCEL FOUR: A rjorticin of the NC—rtlltweSt Quartr?r of 'Che Soalthl:3st c%Uarter of Section 26iownatip 1 Nort Range 1 .r.�St "` h c 5 r i:.`J.F3.5�„ more as r ticula r2 y de. cP it -ed as fol loo;:,: Beginning at an iron wipe on the scou h sire of said i;ort'n-west Quarter, of the Southwest Oua.rter (which '. u also o the orth line of anasu N the Burdick Zoad) f rCi;? which the .South -crest Corner of said I`ort.`, west Quarter of the Southwest Quartet at the intersection of "she Niorta lire of the Burdick Roast and the center lire of the T_oxe,'_ Road tears North 691 2.5' West 1103.52 feet; tl:ence Porth Co 07' West 527.94 feet to an iron pipe;, thence South 890 16' Best 2231.0 feet to an iron pipe o:; . the North line of saiO 3ardi ck Road; thence i�c•r`� :cam 231.0 feet to the point oc beginning, containing 8 or less. APP 039-240-030-000 STATE 0? CALIFORNIA ) D ss County or Pette ) 1 Cin ,����, 191y , before me, the taetdersigred, a Notary Public in and for sa-i- State, personally appeared Lou MILLER, known to me or -proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument, and ac'.nowlesced that she executed the sarle. WITt•7-SS.:^.y hand and official seal, Ply S Assessor's. Parcel Number.' 0 1 Fri ®[] .0 - 0 ® Scale:,1 S o gv T TFo Owner Name -e �.) "kid � (I Address /: Phone No..' o. A ° Site Location bq et > a r ' _j�l . C', ' c►�u N�� ° 4E>.6' Con act :: Names. Environmental Health JUN 212 006 Chico, California APPROVED FOR OFFICE USE: ONLY . PROVIDE FORALL .ADJACENT PARCELS. . Zoning;.'. SIZE (AC): ..:General, Plan Desig: ZONING: Size, Acres GEN PLAN: 4.00.. . USES: MJ. N i goo, SPS APPROVED Butte County Wen E- n when I Health at �• ENV►1 ON—',: -%ITAL HEALTH MAR 13 206 . - CHICC; CALIFURNIA assessors Parcel Number: Q ME] ®®Q Q 0 ® Scaler 1_ o�eU T TF, : FOR OFFICE USE ONLY - PROVIDE.FOR ALL timer Name _�'� 1 !��- `i = �. d ° ° Zonin ADJACENTPARCELS. Address / Phone No: o 2 5 a g. - o Q e 9•f ...: . P rix � 6 �((� �r' � 9� � 39 , . General Plan Desig: SIZE (AC): ZONING: >ite Locationurd ,c(c (?C) 9 .rwN c -t ° Size, Acres GEN PLAN: contact :Name - qr n ... :.. a.00rUSES:'*.. �•-;.off ...... _. . Assessors Parcel Number: D 30 i .- • ®®Q - .Q Q ® Scale: 1 _ .. Owner Name .Address/.Phone No..' o. P6Rnx iSS6 norQm' Cc. 3-.9q -; 039 Site Location .Contact ::.Name PLANNING DIVISION - BEli�m Use. -A DatParking: ,,,__-._ Land Other. _ Signature BUTTE COUNTY BUILDING DIVISION APPROVED FOR OFFICE USE ONLY PROVIDE FOR ALL Zoning:ADJACENT PARCELS. .:.. � � � . �: � ... � .. :SIZE (AC).. . .-General Plan Desig: ZONING: Size, Acres GEN PLAN: ' . a.00- USE... I .r dr fi dr GENERAL CONDITIONS: 1-1 The Builder is responsible for obtaining all necessary approvals and permits from all governing agencies. Streamline is not the Engineer of Record for the project. The Builder is responsible for coordinating with other trades and scheduling Inspections. All work is subject to Building Department field inspector's approval. 1-2 The Builder shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer in writing of any discrepancies. before purchasing materials or scheduling labor. 1-3 All construction and methods shall be in strict conformance with the applicable provisions of the 2001 CBC, and the latest edition of the UMC, UPC, NEC, and applicable Municipal, State, and Federal regulations Including OSHA safety standards. The Builder shall provide ail measures necessary to protect people and property during construction. 1-4 The Engineer is responsible for the foundation design only. Should any changes be made from the design as specified in these drawings without written approval from the Engineer, then the Engineer will assume no responsibility for any element of the structure. 1-5 Additional plans (site plan, roof drainage, plumbing, heating and ventilation, mechanical, mfg. home etc.) by others, unless otherwise noted or indicated on the drawings. 1-6 The Builder is responsible for preventing water infiltration into the building through the roof, walls, or floor. 1-7 The contractor or owner shall determine if the structure is in a flood plain & notify the engineer in writing if it is. The foundation is not designed to resist the effects of flooding. 1-8 Building design criteria (i.e. snow load, wind speed/exposure, seismic zone etc.) is determined by others. It is not the responsibility of Streamline Engineering to verify the accuracy of the design criteria. 1-9 The contractor shall not obtain finished dimensions by scaling from the plans. Scales shown are for reference only. 1-10 Design and installation shall be in accordance with the Fuqua Homes installation manual. The builder shall be responsible for following proper set-up procedures. 1-11 Where no specific detail is shown, the construction shall be similar or identical to that indicated for like areas on the project in accordance with relevant building codes. If the builder is not clear on how to construct any elements represented by this plan, he should contact the engineer before proceeding. FOUNDATION: 2-1 The Builder is responsible for locating all buried objects that may be encountered but that are not shown on these plans. The foundation is designed to be placed on an engineered pad on non expansive soil. The Builder shall notify the Engineer in writing if any unusual soil conditions such as organic soils, expansive soil, clay, or uncertified fills are found at the site. 2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured. Engineered fill may be used as existing grade provided compaction tests are presented to the Engineer indicating a minimum compaction of 90% relative compaction per ASTM 1557. Fill material shall be free from debris, vegetation, and other foreign substances. Cuts and fills are to conform with CBC Appendix 3312 and 3313. 2-3 Builder is responsible for providing drainage behind all retaining walls such that water can not accumulate behind walls. 2-4 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 5 feet. 2-5 The Contractor shall be responsible for determining the exact location of all anchor bolts, prior to placement of concrete. 2-6 Anchor bolts to be 1"/2" diameter x 7" minimum embedment Into concrete spaced per plan. Bolts shall be located within 12 of each end of 2x sill plate with a minimum of two anchor bolts per sill plate. Anchor bolts shall have 2" x 2" x 3/16" steel washer. 2-7 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade. Individual concrete or masonry piers shall project at least 8 inches above exposed ground. 2-8 Provide an 18"x24" under floor access. 2-9 Provide 6"04" screened under floor vents per code. 2-10 Wall stems may be 8" cmu with all cells grouted w/#4 ® 24" o.c. horiz. & vert. CONCRETE: 3-1 All concrete shall have a minimum of 5 sacks of cement / cubic yard, a maximum slump of 4" +/- 1" and a minimum f c=2,500 psi after 28 days curing unless otherwise noted. Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations. 3-2 All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. 3-3 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by ASTM C-227, 289, and 295. 3-4 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and CBC appendix, chapter 19. 3-5 Water proofing of foundations, retaining walls, and slab on grade is the responsibility of the Contractor or Owner. 3-6 Vibrate concrete around all bolts, rebar and surfaces. 3-7 Construction joints shall be clean and wet prior to pouring concrete. 3-8 Concrete shall have a water -cement ratio of 0.45 Ib./Ib. or less. STEEL: 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for #4 bars and smaller and ASTM A-615, Grade 60 for #5 bars and larger. All rebar to be deformed and all splices shall not be less than 40 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be staggered 5' - 0" minimum. 5-2 Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" 5-3 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete placement. 5-4 Bolts, nuts, and lag screws shall conform to the provisions of ASTM A-307, Grade A. 5-5 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. FRAMING / LUMBER: 6-1 All wood bearing on concrete shall be pressure treated Douglas Fir Larch. 6-2 Provide 2 x 2 x 3/16" plate washers on all foundation anchor bolts. 6-3 Where anchor bolts have been incorrectly placed (not including holdown anchors) or for retrofit construction, use Simpson RFB #5 x 10 w/ ET -22 epoxy and 7" embedment in concrete, and install per manufacturer's recommendations. If the location is less than 2" from the edge of concrete, Engineer's approval is required prior to installation. Special inspection is required. Locate and avoid all existing reinforcing prior to drilling. 6-4 All bolts and lag screws shall be tightened upon installation and retightened before closing in or at completion of job. 6-5 Lag screws shall be screwed, not driven, into pre -drilled holes of 2/3 the shank diameter. 6-6 Holes for bolts shall be bored with a bit 1/32" to 1/16" larger than the nominal bolt diameter. 6-7 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed. 6-8 All framing anchors, clips, straps, hangers, holdowns, etc., shall be manufactured Simpson Strong -Tie Company or equivalent, installed per manufacturer's recommendations. 6-9 Nailing schedule per Table 23 -II -B-1 of the 2001 CBC. 6-10 All nails shall be box, machine, or green sinkers as specified. Where exposed to weather, nails shall be galvanized. FOUNDATION ANCHORAGE FOR SINGLE- FAMILY RESIDENCE BASED ON THE w 2001 CALIFORNIA BUILDING CODE: 5.5 0 GRAVITY LOADS: 5.5 SOIL PROFILE ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF LATERAL LOADS: CONCRETE FOOTING DIMENSION AT MARRIIAGE LINE SUPPORT PIERS SEISMIC: 2.5.* 0.36*W = 0.164 W FOR LIGHT w FRAMED SHEARWALLS 5.5 0 WHERE R = 5.5 SOIL PROFILE = Sd FOR STIFF SOIL Ca = 0.36 PER CBC TABLE 16-Q p= 1.50 0 E= p * VW 0.245 W/1.4. = 0.175 -o NET FORCE = 0.245 W/1.4= 0.175 W = WIND: EXPOSURE = C METHOD 2 WIND SPEED = 80 MPH Cq = 1.3 qs = 16.4 Ce 0-15' = 1.06 Cq*qs*Ce = 0.0226 KSF STRUCTURAL CALCULATIONS: MOBILE HOME ANCHORAGE TO FOUNDATION: FLOOR PLAN (MAX.) Wbldg 1 2 ELEVATION OF ENDWALL WEIGHT OF BUILDING (WT) = 41 PSF © WIDTH OF BLDG (Wbldg) = 40 FT. LENGTH OF BLD'G (Lbldg) = 67 FT. HEIGHT OF BLD'G (Hbldg) = 9 FT. HEIGHT OF RIDGE (Hridge) = 19 FT. LATERAL FORCE PERPENDICULAR TO RIDGE WIND FORCE (Vwind) = Pwind * (Lbldg/2)* (Hridge - Hbldg/2) Vwind = 11 K SEISMIC FORCE (Vseismic) = (WT/2) * K Vseismic = 9.6 K (WIND GOVERNS) O ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * Wbldg/V ABspacing= 32 in MAXIMUM. LATERAL FORCE PARALLEL TO RIDGE WIND FORCE (Vwind) = Pwind * (Wb1dg/2)*(Hridge - Hbldg/2) Vwind = 4.3 K SEISMIC FORCE (Vseismic) = (WT/2) * K Vseismic = 9.6 K (SEISMIC GOVERNS) ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * Wbldg/V ABspacing= 60 in. MAXIMUM USE: 1/2" DIAMETER x 10 ANCHOR BOLT AT 32" O.C. ALONG THE WIDTH OF THE BUILDING AT LINE OA & 1/2" DIAMETER x 10" ANCHOR BOLT AT 60" O.C. ALONG THE LENGTH OF THE BUILDING AT LINE O1 & O2 FRO LINE 12" FOOTING DETAIL FROSi LINE 12-- FOOTING DETAIL TABLE I CONCRETE FOOTING DIMENSION AT MARRIIAGE LINE SUPPORT PIERS ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF SEE MIFGR'S PLANS FOR MINIMUM PIER CAPACITY UNDER RIDGE SUPPORT POST w FOOTING SIZE FOOTING DEPTH 0 W �+ o 16" zv � 16" J PER DETAIL X500 f 16`' L FLOOR PLAN (MAX.) Wbldg 1 2 ELEVATION OF ENDWALL WEIGHT OF BUILDING (WT) = 41 PSF © WIDTH OF BLDG (Wbldg) = 40 FT. LENGTH OF BLD'G (Lbldg) = 67 FT. HEIGHT OF BLD'G (Hbldg) = 9 FT. HEIGHT OF RIDGE (Hridge) = 19 FT. LATERAL FORCE PERPENDICULAR TO RIDGE WIND FORCE (Vwind) = Pwind * (Lbldg/2)* (Hridge - Hbldg/2) Vwind = 11 K SEISMIC FORCE (Vseismic) = (WT/2) * K Vseismic = 9.6 K (WIND GOVERNS) O ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * Wbldg/V ABspacing= 32 in MAXIMUM. LATERAL FORCE PARALLEL TO RIDGE WIND FORCE (Vwind) = Pwind * (Wb1dg/2)*(Hridge - Hbldg/2) Vwind = 4.3 K SEISMIC FORCE (Vseismic) = (WT/2) * K Vseismic = 9.6 K (SEISMIC GOVERNS) ANCHOR BOLT SPACING (ABspacing) = 0.760K/BOLT * Wbldg/V ABspacing= 60 in. MAXIMUM USE: 1/2" DIAMETER x 10 ANCHOR BOLT AT 32" O.C. ALONG THE WIDTH OF THE BUILDING AT LINE OA & 1/2" DIAMETER x 10" ANCHOR BOLT AT 60" O.C. ALONG THE LENGTH OF THE BUILDING AT LINE O1 & O2 FRO LINE 12" FOOTING DETAIL FROSi LINE 12-- FOOTING DETAIL TABLE I CONCRETE FOOTING DIMENSION AT MARRIIAGE LINE SUPPORT PIERS ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF SEE MIFGR'S PLANS FOR MINIMUM PIER CAPACITY UNDER RIDGE SUPPORT POST MAXIMUM PIER LOADS (LBS) SEE NIOTE 1 FOOTING SIZE FOOTING DEPTH L W 11500 16" 16" PER DETAIL 2000 16" 18" PER DETAIL X500 f 16`' L i'2 PER DETAIL 3000 16" 27"' PER DETAIL 4000 24" 24" PER DETAIL 5000 24" 30" PER DETAIL 6000 30" 29" PER DETAIL 7000 30" 34" PER DETAIL 8000 32" 36" PER DETAIL 9000 36" 1 36" PER DETAIL 101,000 36" 40" PER DETAIL 11„000 36" 44" PER DETAIL 12"000 36" 48" PER DETAIL 13"000 36" 52" PER DETAIL 1. MANUFACTURED HOME BY OTHERS 2. 8d GALV. @ 6" O.C. 3. 2 X 4 TOP PLATE 4. 16d SINKER @ 12" O.C. 5. 3/8" CDX OR EQUAL WITH 8d @ 6"/12" OR 5/16" HARDI PANEL SIDING WITH 8d HOT DIPPED GALVANIZED NAILS @ 6"/12" INSTALL PER MFG. RECOMMENDATIONS 6. 2 X 4 PONY WALL WITH STUDS @ 16" O.C. 7. 8d GALV. @ 6" INTO 2 X 4 PRESSURE TREATED SILL 8. UNDISTURBED SOIL 9. 1/2"X 10" ANCHOR BOLT W/ SPACING PER TABLE II ON THIS SHEET WITH 2" X 2" X 3/16" STEEL WASHER 10. #4 TOP AND BOTTOM 4' N.T.S. I 6 1 MARRIAGE. LINE SUPPORT 1. MANUFACTURED HOME BY OTHERS 2. 3/8" CDX OR EQUAL WITH 8d @ 6"/12" OR 5116" HARDI PANEL SIDING WITH 8d HOT DIPPED GALVANIZED NAILS @ 6"/12" INSTALL PER MFG. RECOMMENDATIONS 3. PLYWOOD SPLICE PERIMETER STEMWALL 4. 3/8" CDX OR EQUAL z WALL LINE BOLT SIZE 1 5. 4 X 6 RIM WITH VENT PER z SHORT WALL CODE 0 6. 8d @ 6" INTO 2 X 4 N LONG WALL PRESSURE TREATED SILL 2 - #4 CONTINUOUS WITH 7. UNDISTURBED SOIL 60" O.C. 8. 1/2"X 10" ANCHOR BOLT HORIZONTAL #4 REBAR @ 18" W 0 W/ SPACING PER TABLE II O.C. TYP. X ON THIS SHEET WITH FROST Q 2"X 2"X 3/16" STEEL WASHER LINE 9. 1 #4 TOP AND BOTTOM U.O.N. N.T.S. 5 IRETAI N TABLE H ANCHOR BOLT SPACING AT PERIMETER STEMWALL LOCATION OF ANCHOR MAXIMUM WALL LINE BOLT SIZE SPACING SPACING PER TABLE II OF BOLTS SHORT WALL 1/2" DIAM. 32" O.C. AT EACH END � r 01 01 CENTER IN STEMWALL LONG WALL 5. 2 - #4 CONTINUOUS WITH AT EACH SIDE 1/2" DIAM. 60" O.C. FOUNDATION DESIGN CRITERIA THE FOUNDATION AND ANCHOR BOLTS SHALL BE DESIGNED IN ACCORDANCE WITH THE 2001 CBC AND DESIGNED FOR THE FOLLOWING CRITERIA: MAX. WIND SPEED: 80 MPH WIND EXPOSURE: C SEISMIC ZONE: 3 SOIL BEARING: 1,000 PSF SNOW LOAD: 120 PSF FROST LINIE PE BLDG. I 1 J 1. 4" x 6" x 16" SUPPORTS AT MARRIAGE LINE. SOUTHERN PINE OR HEM -FIR. 2. MIN. 3/4" THICK PIER CAP HEM -FIR OR SOUTHERN PINE. 3. MIN. 2" SOLID CONCRETE CAP BLOCK. 4. HOLLOW -CORE CONCRETE BLOCK w/ CELLS VERTICAL 5• FOREq] LESS THAN 48" NO GROUT REQUIRED FORE > OR EQUAL TO 48" FILL ONE PAIR OF OPPOSITE CORNER CELLS AS SHOWN IN DETAIL A WITH GROUT AND REBAR 6. CONCRETE FOOTING WITH "W" & "L" PER TABLE I 7. #4 REBAR N.T.S. 1 4 1. FINISH SIDING OR TRIM 2. 4x4 DF BLOCKING 3. 2 x 4 P.T. PLATE W/ 1/2"x 10" 01 W a ANCHOR BOLTS WITH � SPACING PER TABLE II ON THIS SHEET WITH i(2) 2"X 2"X 3/16" STEEL WASHER 4. VERTICAL #4 REBAR @ 32" O.0 � r 01 01 CENTER IN STEMWALL d 5. 2 - #4 CONTINUOUS WITH CF Z�0 00!!ee 3" CLEAR TO BOTTOM C = 6. HORIZONTAL #4 REBAR @ 18" W 0 O.C. TYP. X 7. P.T. PAD OR 24"x 24" Q ABS PAD 8. 2 x 12 x 1'- 8" P.T. PAD OR 24"x 24" ABESCO PAD INSTALLED PER MFGR'S. RECOMMENDATIONS 9. 8"x 8"x 16" CMU BLOCK 10. 2x WEDGE BLOCKING 11. CHASSIS BEAM PER MFG. -�4 12. FLOOR FRAMING PER MFG. 13. BASE ROCK WITH OPTIONAL 6 MIL VISQUEEN. BUILDER WILL DETERMINE IF VAPOR BARRIER IS REQUIRED N(-' & INT. SUPPORT' ' N.T.S. 13 1. CONTINUOUS 3/8" CDX PLY. FLOOR TO MUDSILL WITH 8d@6"/12" 2. 4 x 4 D.F. BLOCKING 3. FINISH SIDING OR TRIM 4. 2 x 4 P.T. PLATE W/ 1/2" x 10" ANCHOR BOLTS WITH SPACING PER TABLE II ON THIS SHEET WITH 2"X 2"X 3/16" STEEL WASHER 5. BASE ROCK WITH OPTIONAL 6 MIL VISQUEEN. BUILDER WILL DETERMINE IF VAPOR BARRIER IS REQUIRED 6. 8" x 8"x 16" CMU BLOCK WITH SPACING PER MFG. 7. 2x WEDGE BLOCKING 8. CHASSIS BEAM PER MFG. 9. FLOOR FRAMING PER MFG. 10. 2 x 8 x 16" P.T. PAD 11. 2 x 12 x 1'- 8" P.T. PAD OR 24"x 24" ABESCO PAD INSTALLED PER MFGR'S. RECOMMENDATIONS lie 12. VERTICAL #4 REBAR @ W OX W/ HORIZONTAL #4 @ 18" O.C. CENTER IN 6" STEMWALL FOUNDATION & INT. SUPPORT I N.T.S I COLUMN DETAIL AT SLOPE K 1. #4 REBAR IN OPPOSITE CORNERS. FILL WITH GROUT AS SHOWN FULL HEIGHT FOR ASSEMBLIES 6 BLOCKS AND HIGHER GROUT AS SHOWN. 2. FOR ASSEMBLIES 5 BLOCKS AND LESS USE DOUBLE BLOCKS ON P.T. PADS. 3. CONCRETE FOOTING 4. BASE ROCK WITH OPTIONAL 6 MIL VISQUEEN. BUILDER WILL DETERMINE IF VAPOR BARRIER IS REQUIRED BUTTE COUNTY B ILDING DIVISION APPROVED N.T.S. 1 1 A t. JMR CHECKED: V in oe DATE: 1/24/06 01 W a SHOWN � 242 W N C OWE p in T. J J J a aQ J ZHJ LLI V � r 01 01 IL of f W W~} O d Z CO 00 C3 vOv CF Z�0 00!!ee �WO!W� C = d .�1°., .00.O,� � U) U1 R W 0 NMI Iti C0 LU N O�WOo = ° _ Ix yOtMN � ZLU o _ O � CO Z�.CC rCO E Q W z= Z W�Jm:Ja �� oa THE DESIGNS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. Tio DESIGN: JMR CHECKED: JMR DATE: 1/24/06 SCALE: SHOWN JOB NO. 242 SPQC-T NQ S-1 w Assessors Parcel Number.QSca,le,:- I EEO. 6v 7 Omer Name M,- be * .4 .. 0 Address/ Phone No..' P6R,-)x 0 Site Locaton �4 contact..Name M one,Y n., [L7ANNfNG DIVISION - BUILDING PLAN APPROVAL Use: O&wx;—^ Date: P L arldng*— Landscaping: Other. n Signature: -77 BUTTE COUNTY BUILDING DIVISION 0CA A, C 050 PPROVCD FOR OFFICE USE ONLY. PROVIDE FOR ALL .Zoning::: ADJACENT PARCELS :General . - Plan Des'rg: SIZE (AC): ZONING: Size, Acres GEN PLAN: 4.0(r. USES:*.. p SERENITY HOMES 2490 BRUCE RD., CHICO, CA 95928 PHONE (530) 566-9480 FAX (530) 566-9482 PROJECT INFORMATION -\4 S t OLS MILLER RESIDENCE rr APN #: 039-250-042 eulL APPROV P 7% T r . . . . . . . . . . . . . . . . . . . . . - SERENITY HOMES 2490 BRUCE RD., CHICO, CA 95928 PHONE (530) 566-9480 FAX (530) 566-9482 PROJECT INFORMATION -\4 S t OLS MILLER RESIDENCE rr APN #: 039-250-042 eulL APPROV P 7% T r w Lw 5 •J 1 1 2 1 3 PORCH GABLE SIDING rn RAe ^11 rWln. Mlf� "f -%l IBC FRONT ELEVATION I 4:12 PITCH I i I i i i OBTAIN APPROVAL FROM STATE OF CALIFORNIA FOR STRUCTURE ATTACHED TO MANUFACTURED HOME EXISTING HOUSE I � I I I I I I I I II — — — — — — — — — — — — — RIGHT SIDE ELEVATION c u I EXISTING HOUSE DECK FRAMING PLAN 4:12 PITH LEFT SIDE ELEVATION :::: 4:12 I PITCH I I I........................'. I I EXISTING HOUSE I.......................................... ............................................ I I ..:EXISTIN.G.DORMER.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'........'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. I I I I ........ ....— .............—... —.... ....—......— I .._............._.............. _........_............._............................_...•.....•.•.•.• ..•.•_•.•.•.•.•._• •.................................. ........................... 04x8 DF#1 �_ _ _ _ NQ - HEADER = N z _ _ _B44 HEADER 7 EZ a- IL �a _ A U U _ _ P1 _ T 7 a 4 D LOL 2 X 4 OUTLOOKERS 32" O.C. TYP. ROOF FRAMING PLAN rd 4x8 DF#1 HEADER 3 P1 POST PER PLAN SIMPSON CB CONNECTOR HOLD COLUMN 1" OFF INSTALL PER MANUFACTURER'S SLAB & FILL GAP SPECIFICATIONS. NON -SHRINK GROUT TO PROVIDE FLUSH BEARD SLAB -ON -GRADE z _ ____:______ PER PLAN-------------- 1- n o o 4 a + ++ �— z _ a�a. I—IId 0_ W 2- #4 EA. a .c n 13 - WAY WAY - T&B ` o: J PER PLAN 0 co POST FOUNDATION SCALE: N.T.S. ROOF PLY & NAILING 19 PER PLAN I& E.N. SOLID BLOCKING w/(2) 2"0 VENT HOLES w/1/4" MESH SCREEN EACH BLOCK FASCIA BY OTHERS PC44 POST CAP EAVE DETAIL SCALE: N.T.S. PREPARED . 530-899-2945 530-899-0688 FAX sdg@sierradesigngroup.com COPYRIGHT 2001 SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF SIERRA DESIGN GROUP. PREPARED FOR SERENITY HOMES 1 2490 BRUCE RD., CHICO, CA 95928 Pi PHONE (530) 566-9480 FAX (530) 566-9482 TRUSS PER PLAN H2.5 EA.TRUSS A35 CLIP @ EACH TRUSS TO BEAM TYP. HEADER PER O PLAN 4x4 POST 2 RF3603A P 1 KNEE BRACE DETAIL 3 SCALE: N.T.S. RF? P1 The 2001 CBC, CMC, CPC, 2004 CEC, and 2005 California Energy Standards as amended by the jurisdiction apply to this project. BUTTE couNrr BUILDING DIVISION APPROVED ENGINEERED BY STREAMLINEENGINEERING O( BUILDING DESIGN Jeff Richelieu, P.E. 60 Independence Circle, Ste. 201 Chico, CA 95973 Phone (530) 892-1100 FAX (530) 892-1115 ENGINEERING STAMP PROJECT INFORIMATION MILLEF? RESIDENCE ROOF LL: 16 ROOF DL: 10 APN #: 039-250-042 DRAWING NOTES/REVISIONS 01/06/06 - FOUNDATION LAYOUT 01/31/06 - PORCH PLAN DATE SCALE 12-21-05 1/411 = 1'-0" SHEET TITLE PORCH PLAN SHEET NUMBER P 1 L.E. MILLER GARAGE Job Name: shlemiller Truss ID: Al Qty: 1 Drwg: I TC 2x6 DFL #1 BC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 16 psf live load and 11 pat dead load. Additional design considerations may be required if sheathing is attached. [+] indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"intervals. Bracing is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. Plating spec: ANSUTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Permanent bracing Is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. 11-M 11-0-0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 400 5-6 4.00 1.5-4 1.5-4 1.5-4 1.54 1.5-4 1.5-4 S=3.5-4 1-0-0 1H 22-M 1� 17 18 19 20 21 22 23 24 25 262728 29 30 31 32 TYPICAL PLATE: 2-4 This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = C Bldg Length = 90.00 It, Bldg Width = 40.00 ft Mean roof height = 22.10 ft, mph = 80 UBC Standard Occupancy, Dead Load = 12.6 psi LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LL/rL TC Vert 74.00-1.0-0 74.00 0-0-0 0.15 TCVert 119.00 0-0-0 164.00 11-0-0 0.51 TC Vert 164.00 11-0-0 119.00 22-0-0 0.49 TC Vert 74.00 22- 0- 0 74.00 23- 0- 0 0.15 BC Vert 20.00 0-0-0 20.00 22-0-0 0.00 T 4-5-13 SHIP =0-6-B ===== Joint Locations ==_ 1 0-0-0 17 0-0-0 2 2-8-0 18 2-8-0 3 4-0-0 19 4-0-0 4 5-4-0 20 5-4-0 5 6-8.0 21 6-8-0 6 8-0-0 22 8-0-0 7 9-4-0 23 9.4.0 8 10-3-0 24 10-3-0 9 11-0-0 25 11-9-0 10 11-9-0 26 13-4-0 11 13-4-0 27 14-0-0 12 14-8-0 28 14-8-0 13 16-0-0 29 16-0-0 14 17-4-0 30 17-4-0 15 18-8-0 31 18-8-0 16 22-0-0 32 22-0-0 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. 3/16/2006 Scale: 3/16" = 1' DESIGN WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions arc to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord Eng. Job: EJ. Chk: ABCD Dsgnr'' ABCD WO: shlemiller TC Live 16.00 psf DUrFacS L=1.25 P=1.15 is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 11.00 psf Rep Mbr End 1.00 ASSISTANCEnoted Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf O.C.Spaeing 2- 0- 0 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software, BC Dead 10.00 psf Design Spec UBC -97 'ANSI/TI`l 1', `WTCA 1' - Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'. (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at D'Onoftio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1 I I 119th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.4.24 - 0 Job Name: shlemiller Truss ID: A2 Qty: 10 Drw : BEG x -LOC REACT SIZE REQ' D TC 2x6 DFL #1 Plating spec: ANSIITPI -1995 UPLIFT REACTION(S) : 1 0- 1-12 888 3.50• 1. 50• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -248 Ib 2 21-10- 4 888 3.50• 1.50• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -248 lb BRG REQUIREMENTS shown are based oNitmaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. on Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone TC FORCE AxL BtrO csi Hurricane/Ocean Line = No, Exp Category = C 1-2 -1761 0.01 0.11 0.12 Bldg Length = 90.00 ft, Bldg Width = 40.00 ft 2-3 -1564 0.01 0.12 0.13 Mean roof height = 22.10 ft, mph = 80 3-4 -156 4 0.01 0.12 0.13 UBC Standard Occupancy, Dead Load = 12.6 psf 4-5 -1764 0.01 0.11 0.12 BC FORCE AIL BND CSI 6-7 1624 0.24 0.15 0.40 7-8 1130 0.11 0.21 0.33 8-9 1624 0.24 0.15 0.40 NEB FORCE CSI NEB FORCE CSI 2-7 -268 0.06 3-8 455 0.19 3-7 455 0.19 4-8 -268 0.06 11-0-0 11-0-0 1 2 3 4 5 F4.00 -4.00 7-8 ,-0 1-0-0i 22-0-0 6 7 8 9 MAX DEFLECTION (span) : L1999 IN MEM 7-8 (LIVE) L= -0.07" D= -0.09" T= -0.16" ==== Joint Locations ==_ 1 0- 0- 0 6 0- 0- 0 2 5-10-3 7 7-6-13 3 11-0-0 8 14-5-3 4 16-1-13 9 22-0-0 5 22-0-0 a ¢. st3ol06 ClvtL 3/16/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3116" = 1' DESIGN ASSISTANCEnoted. ® 793 Camellia Dr., Paradise CA 95969 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Tmswal software', 'ANSUIPI 1','WTCA I' - Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 11 I 1 19th Street, NW, Ste 800, Washington, DC 20036. Eng. Job: EJ. Chit: ABCD Dsgnr' ABCD ' WO: shlemiller TC Live 16.00 psf TC Dead 11.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 37.00 psf DurFacs L=1.25 P=1.15 Rep Mbr Brid 1.15 O.C.Spaeing 2- 0- 0 Design Spec UBC -97 Segn T6.4.24 - 0 Job Name: shlemiller Truss ID: A3 Qty: 1 Drwg: I TC 2x6 DFL #1 BC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 16 psi live load and 11 psf dead load. Additional design considerations may be required if sheathing Is attached. [+] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. T 4-2-8 T Io-" Plating spec : ANSIMPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF - MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Permanent bracing is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSIrrPI 1. PLATING BASED ON GREEN LUMBER VALUES. 11-" 11-0-0 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 40_ 5-6 4.00 1.5.4 1.5-4 1.5-4 1.5-4 S=3.5.-4-4 1.0-4 ~� 1-0-0 22-0-0 1,0--G 17 18 19 20 21 22 23 24 25 262728 29 30 31 32 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = C Bldg Length = 90.00 ft, Bldg Width = 40.00 ft Mean roof height - 22.10 ft, mph = 80 UBC Standard Occupancy, Dead Load = 12.6 psf LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 74.00 -1- 0- 0 74.00 0- 0.0 0.15 TCVert 119.00 0-0-0 164.00 11-0.0 0.51 TC Vert 164.00 11-0-0 119.00 22-0.0 0.49 TC Vert 74.00 22- 0- 0 74.00 23- 0.0 0.15 BC Vert 20.00 0-0-0 20.00 22- 0.0 0.00 T 4-5-13 SHIP =os6 TYPICAL PLATE: 2-4 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk: ARCD and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr' ABCD arc to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf DESIGN is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 11.00 psf ASSISTANCE noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software, BC Dead 10.00 psf 'ANSIR'PI 1','WTCA 1' - Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'. (HIB -91) md'HIB-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at D'Onoftio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf ===== Joint Locations =-- 1 0-0-0 17 0-0-0 2 2-8-0 18 2-8-0 3 4-0-0 19 4-0-0 4 5-4-0 20 5-4-0 5 6-8-0 21 6-8-0 6 B-0-0 22 8-0-0 7 9-4-0 23 9-4-0 8 10-8-0 24 10-8-0 9 11-0-0 25 12-0-0 10 12-0- 0 26 13-4-0 11 13-4-0 27 14-0-0 12 14-8-0 0 28 14-8-0 13 16-0- 0 29 16-0-0 14 17-4-0 3017-4-0 1518-8-0 31 18-8-0 16 22-0-0 0 32 22-0-0 t� C r �� 0), Q; 3/16/2006 Scale: 3/16" = 1' WO: shlemiller DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.24 - 0 TRU SWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX(719) 598-8463 C001003160 1/4101 Users of Truswal engineering: The TrusPlusTM engineering software will correctly design the location requirements for permanent continuous 'lateral bracing (CLB) on members for which it is required to reduce buckling .length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. - -In general, this bracing is .done by using Truswal Systems Brace-ItTM or• a 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to' the building per the building designer (See ANSI/TPI current version). The following 'are - other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x or 2x structurally graded "T" brace may be nailed flat to the edge of the member with .10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face -of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed.to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3.. Any member requiring more than two braces must use perpendicular bracing or a combination, of scabs and. "T" braces, or any other. approved method, as specified'and approved by the building designer. 1 EXAMPLES 90°lo L 90% L 2. Please contact a Truswal engineer if there are any questions. c:lmwtncalwlnward\6racanew.lat STANDARD GABLE END DETAIL 12 VARIES MATCH COM. 'MUSS LEDGER MINIMUM GRADE A A CORDS AND STUDS w PER TRUSS DESIGN. I= in X CONTINOUS BEARING AS REQUIRED - SPAN TO MATCH COMMON TRUSS 4-10d NAILS MIN. 8d ® 6" O.C.2-10d TYP. PLYWOOD SHEATHING TO —� 2X4 STD. DF—L BLOCK 2' MAX EAVE W/ NO.2 OR BTR 42 OUTLOOKERS ® 32" O.C., DO NOT OVER CUT TOP CORD @ OUTLOOKER NOTCHES. SIMPSON A34 OR EQUIVALENT STRONGBACK LEDGER GABLE END SIMPSON A34 OR EQUIVALENT 2x CONTINOUS BACKING W/ 16d'S ® 24" O.C. MIN. GABLE TRUSS TO BACKING & BACKING TO TOP PLATE. NOTES: 2X4 BLOCK 2X4 STUD OR BTR SPACED ® 5'-0" O.C. SHALL BE PROVIDED AT EACH END OF BRACE. CONNECT AT END W/ 4-10d NAILS. MAX LENGTH IS 7'-0" STANDARD TRUSSES SPACED ® 24" O.C. \,clvl CIFCAO 1). 2X4 NO.2 OR BTR FOR LEDGER AND STRONGBACK NAILED TOGETHER W/ 10d NAILS ® 6" O.C. 2). 2X4 LEDGER NAILED TO EACH STUD WITH 3-10d NAILS. 3). 2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD W/ 2-10d TOE NAILS. 4). THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131"DIAX3.0"LG) THIS DETAIL IS APPLICABLE TO -STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1). THE HORIZONTAL TIE MEMBER AT THE VERT OPENING SHALL BE BRACED © 4'-0" MAX FOR 80 MPH EXP. C WIND LOADING & 5'-0" FOR 70 MPH EXP. C LOADING 2). MAX MEAN ROOF HEIGHT IS 30'. 3). MAX ROOF LIVE LOAD TO BE 440 POUNDS PER SQUARE FOOT. 4i. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. Assessors Parcel Number: 0 0 r ® ©Q 0 0 ® Scaler 1 _ Owner Name Address/ Phone No. P0.9,nx WSS LuY-amg91Y - a0zC? Site Location aord ,c kc 24 ;Phone -g z --t y n PLAN ING DIVISION - BUILDING PLAN APPROVAL Use: '61W� Date: Ll -t - Parking: landsAm Ping: Other. Signature: FOR OFFICE USE ONLY .Zoning: .:General. Plan Desig: Size, Acres 4.00' I� 39 - 2-50, Oyz I _ 06- 06016 uiLOiNG Og ISICAN, APPRO ff 3/zV�6 PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING GEN PLAN: USES: FT, 0 C X 97 COMPOSITION SHINGLE ROOFING TYP. 7/16" O.S.B. SHEATHING TYP. APA RATED 12 4 F_ 2 X 4 MANUFACTURED TRUSSES 24" O.C. TYP. VENTILATION PER CODE 2 X 4 BLOCKING TYP. GARAGE 4" CONCRETE SLAB TYP. 2" MIN. GRAVEL TYP. ­, SECTION A 1/4" = V-0" 2 RIGHT SIDE ELEVATION EXISTING HOUSE 3 M G1 II `° � L=48" L=48" -_--_--- = M-- _ _ _ _ _ 7Z 77 _ _-- _-- -� - I - 00 I I\ 5/8" GYP. BD. 00 \ FIREWALL PER CODE I 'V 3068 I I I � I 1 1 1 1 LU �� of I 4" CONCRETE SLAB W/ #3 @ 24" O.C. EACH WAY GARAGE 1 1 -------- -----� I 1 I �\---- I I LJ A I I I A I I bo aA_J 16'XTGD — — - — — — — — — — — — — — — — — — — — — — — — — — — ----------- - ---------- - — — — — — — — — — — — — — — — — — — — A — L=32" L=32" 2'-11" 16'-2" 2'-11" 22'-0" FIRST FLOOR PLAN 440 SQ. FT. 3 1 4 FRONT ELEVATION LEFT SIDE ELEVAT10.N71,_1,,,.,". .............. ........ ........ .................. .......... .......... The 2001 CBC, CMC, CPC, 2004 ...'.'.'.'.'.'.'.'.'.'.. ...'..'...'.'.'.'.'. CEC, and 2005 California Energy EXISTING HOUSE I I Standards as amended by the jurisdiction apply to this project 4:12 EXISTING.*.*.'.*.'.*...'.'.'.'.'.'. ........................................DORMER...:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. .............. .'..'.'.'.'.:' 1 1 I ELECTRICAL, PLUMBING, .. ..:.:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:.;.:.:.:.:.:.:.:.:.:.:.. I 1 ( AND MECHANICAL NO"T .'.'.' .'.'..'.'.'.'..'.'..'..'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'..'...'.'.'..'.'.'.'.'.'.'.'.'.'.'.'...'... I I ( PLAN CHECKED - 2 X 4 MANUFACTURED TRUSSES 24" O.C. Q I I NOTE: I See the attached 1 I Residential Construction Requirements 3 Pages II - - - - N= N= - - - -I 1� APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INPECTIONS V-0" I I 4 X 10 HEADERS TYP. @ WINDOWS & DOORS � i I WALLS BELOW TYP. LL' 2 fA1L.LEk G1 BUILDING PERMIT # ®6-0609 2 X 4 OUTLOOKERS 32" O.C. TYP. 3 9 - LSiO - 0 i1) 3-1/8 x 113-1 /2 G/L 24F-V4J ASSESSOR'S PARCEL# "'SU T TE COUNlY ROOF FRAMING P LAN BUILDING I'I'I' Isloj�j APPROVED t WINDOW LEGEND MIN. 3/8" A.P.A. RATED 2 - 2 X 4 TOP PLATES CONTINUOUS 4 X 12 DF #1 OR BETTER SMART PANEL APPLIED XO - HORIZONTAL SLIDER W/ 8D (0.113 X 2 3/8") NAILS e2x STUDS AT 16" O.C. WITH LAPPED SIDING OVER r IN. @ 6" CC EDGES & o�a�a a��aour 12" CC FIELD TYP. 1 2 X 4 D.F. #2 STUD WALL G1 FRAMING 16" O.C. TYP. sdg@sierradesigngroup.com SC - SELF-CLOSING COPYRIGHT 2001 12" C.C. FIELD SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT'THE WRITTEN RIGHT SIDE ELEVATION EXISTING HOUSE 3 M G1 II `° � L=48" L=48" -_--_--- = M-- _ _ _ _ _ 7Z 77 _ _-- _-- -� - I - 00 I I\ 5/8" GYP. BD. 00 \ FIREWALL PER CODE I 'V 3068 I I I � I 1 1 1 1 LU �� of I 4" CONCRETE SLAB W/ #3 @ 24" O.C. EACH WAY GARAGE 1 1 -------- -----� I 1 I �\---- I I LJ A I I I A I I bo aA_J 16'XTGD — — - — — — — — — — — — — — — — — — — — — — — — — — — ----------- - ---------- - — — — — — — — — — — — — — — — — — — — A — L=32" L=32" 2'-11" 16'-2" 2'-11" 22'-0" FIRST FLOOR PLAN 440 SQ. FT. 3 1 4 FRONT ELEVATION LEFT SIDE ELEVAT10.N71,_1,,,.,". .............. ........ ........ .................. .......... .......... The 2001 CBC, CMC, CPC, 2004 ...'.'.'.'.'.'.'.'.'.'.. ...'..'...'.'.'.'.'. CEC, and 2005 California Energy EXISTING HOUSE I I Standards as amended by the jurisdiction apply to this project 4:12 EXISTING.*.*.'.*.'.*...'.'.'.'.'.'. ........................................DORMER...:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. .............. .'..'.'.'.'.:' 1 1 I ELECTRICAL, PLUMBING, .. ..:.:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:.;.:.:.:.:.:.:.:.:.:.:.. I 1 ( AND MECHANICAL NO"T .'.'.' .'.'..'.'.'.'..'.'..'..'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'..'...'.'.'..'.'.'.'.'.'.'.'.'.'.'.'...'... I I ( PLAN CHECKED - 2 X 4 MANUFACTURED TRUSSES 24" O.C. Q I I NOTE: I See the attached 1 I Residential Construction Requirements 3 Pages II - - - - N= N= - - - -I 1� APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INPECTIONS V-0" I I 4 X 10 HEADERS TYP. @ WINDOWS & DOORS � i I WALLS BELOW TYP. LL' 2 fA1L.LEk G1 BUILDING PERMIT # ®6-0609 2 X 4 OUTLOOKERS 32" O.C. TYP. 3 9 - LSiO - 0 i1) 3-1/8 x 113-1 /2 G/L 24F-V4J ASSESSOR'S PARCEL# "'SU T TE COUNlY ROOF FRAMING P LAN BUILDING I'I'I' Isloj�j APPROVED t WINDOW LEGEND PREPARED BY 2 - 2 X 4 TOP PLATES CONTINUOUS 4 X 12 DF #1 OR BETTER BRACED WALL PANEL a XO - HORIZONTAL SLIDER TEMP - TEMPERED e2x STUDS AT 16" O.C. WITH LAPPED SIDING OVER r IN. SET EPDXY o�a�a a��aour DOOR LEGEND Z I 530-899-2945 530-899-0688 FAX L 48" SHEATHING w/ 8d's AT 6"/12" PER CBC 2320.11.3.3. 'r GD -GARAGE DOOR sdg@sierradesigngroup.com SC - SELF-CLOSING COPYRIGHT 2001 12" C.C. FIELD SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT'THE WRITTEN PERMISSION OF SIERRA DESIGN GROUP. PREPARED FOR SERENITY HOMES 2490 BRUCE RD., CHICO, CA 95928 PHONE (530) 566-9480 FAX (530) 566-9482 ENGINEERED BY STREAMLINE ENGINEERING BUILDING DESIGN Jeff Richelieu, P.E. 60 Independence Circle, Ste. 201 Chico, CA 95973 Phone (530) 892-1100 FAX (530) 892-1115 ENGINEERING STAMP o� CD V -6 - TYPICAL GARAGE FOOTING SCALE: N.T.S SIDING PER PLAN 2 X 4D.F. #2 STUDS 16" O.C. TYP. 2 X 4 P.T. SILL TYP. 5/8"0 X 10" ANCHOR BOLTS W/ 5/8 B.P. 6' O.C. TYP. W/ 2x2 CUT WASHERS ROOF LL: 16 ROOF DL: 10 APN #: 039-250-0412 #4 REBAR T&B DRAWING NOTES/RIEVISIONS 01/06/06 - FOUNDATION LAYOUT 01/31/06 - PORCH PLAN 1 FN3429 G1 2-#4 HORIZONTAL 2 - 2 X 4 TOP PLATES CONTINUOUS 4 X 12 DF #1 OR BETTER BRACED WALL PANEL a IN SIMPSON e2x STUDS AT 16" O.C. WITH LAPPED SIDING OVER r IN. SET EPDXY FOUNDATION .y 3/8 MIN. A.P.A. RATED SHEATHING. NAIL Z I b.. L 48" SHEATHING w/ 8d's AT 6"/12" PER CBC 2320.11.3.3. 'r (0.113 X 2 3/8) NAILS @ 6" C.C. EDGES AND -TMIN. 2x STUDS AT 16" O.C. w/ 1/2" GYP. BD. INTERIOR 12" C.C. FIELD SHEATHING AND NAILED wl 5d COOLER @ 7" O.C. AT L=96" PANEL EDGES. _ MIN. 1/2"0 X 10" ANCHOR BOLTS MIN. 7" EMBEDMENT PROJECT INFORMATION ;€VMIN. ALTERNATE BWP PHD2 HOLDOWNS W/ SSTB 20 ANCHOR BOLTS OR EQUIV. 2 X 4 P.T. SILL 2x STUDS AT 16" O.C. w/ 1/2" GYP. BD. OVER 3/8" MIN. I MILLER L=32" A.P.A. RATED SHEATHING. USE SIMPSON PHD2 AT L I EACH END PER CBC 2320.11.4 NAIL SHEATHING w/ 8D'S a AT 6"/12" PER CBC 2320.11.3.3. R E S I D E N (C E NOTE: FUR OUT REMAINING WALL TO PLANE w/ B.W.P. o� CD V -6 - TYPICAL GARAGE FOOTING SCALE: N.T.S SIDING PER PLAN 2 X 4D.F. #2 STUDS 16" O.C. TYP. 2 X 4 P.T. SILL TYP. 5/8"0 X 10" ANCHOR BOLTS W/ 5/8 B.P. 6' O.C. TYP. W/ 2x2 CUT WASHERS ROOF LL: 16 ROOF DL: 10 APN #: 039-250-0412 #4 REBAR T&B DRAWING NOTES/RIEVISIONS 01/06/06 - FOUNDATION LAYOUT 01/31/06 - PORCH PLAN 1 FN3429 G1 ALTERNATE BRACED WALL PANEL 1/4"= 1'-0" 2-#4 HORIZONTAL 2 - 2 X 4 TOP PLATES CONTINUOUS 4 X 12 DF #1 OR BETTER W/5"EMBED IN SIMPSON EXISTING HOUSE SET EPDXY FOUNDATION .y MINIMUM 3/8" A.P.A. RATED SHEATHING W/ 8d Z I b.. (0.113 X 2 3/8) NAILS @ 6" C.C. EDGES AND 12" C.C. FIELD co DOUBLE STUDS @ CORNERS _ MIN. 1/2"0 X 10" ANCHOR BOLTS MIN. 7" EMBEDMENT IN SIMPSON PHD2 HOLDOWNS W/ SSTB 20 ANCHOR BOLTS OR EQUIV. 2 X 4 P.T. SILL I TJIF L I ALTERNATE BRACED WALL PANEL 1/4"= 1'-0" GARAGE FOUNDATION 2 G1 DATE :SCALE 12-21-05 N.T.S. SHEET TITLE GARAGE PLAN SHEET NUMBER FOOTING TO FOOTING CONNECTION 3 G 1 SCALE: NJ.ti. FN3430 lA V I AM OM -also - on ,BPS 06" 06 0 8 t1/I1 L LFA 2-#4 HORIZONTAL W/5"EMBED IN SIMPSON EXISTING HOUSE SET EPDXY FOUNDATION .y ".d .• Z I b.. 2-#4 HORIZONTAL W/5"EMBED IN SIMPSON SET EPDXY GARAGE FOUNDATION 2 G1 DATE :SCALE 12-21-05 N.T.S. SHEET TITLE GARAGE PLAN SHEET NUMBER FOOTING TO FOOTING CONNECTION 3 G 1 SCALE: NJ.ti. FN3430 lA V I AM OM -also - on ,BPS 06" 06 0 8 t1/I1 L LFA /�;,/ Z- � 4�� 3'7 -iso FI u OG - O�ots I «- E'_' w FILE COPY 06-0601-3