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006-660-018
Department C o u n t y J. Michael Crump, Director Warner C. Phillips, Assistant Director September 9, 2003 Emigdio & Guadalupe Carrillo 13161 Orchard Blossom Lane Chico, CA 95973-8967 Re: Notice of Compliance AP10 60 660-018 Dear Mr. & Mrs. Carrillo: of Public Works o f B u t t e LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 Enclosed please find the Notice of Compliance that was issued by the Butte County Development Review. Committee and recorded on August 6, 2003, under Serial Number 2003-0052259, in the office of the Butte County Recorder. If you have any questions concerning this matter, please'contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, . 1 Stuart Edell Manager, Land .Development Division SE/kp Enclosure cc:vironmental Health Department wilding Department Planning Division, A1TN: Larry AFTER RECORDING RETURN TO: Butte County Public Works Dept. LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 NOTICE OF COMPLIANCE Assessor's Parcel Number: 006-660-018 20103—ca Ca 2503 Recorded OfficialRecords Count BUTTOf E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:01AM 06 -Aug -2003 I REC FEE 10.00 I' I I I Cheryl I Page 1 of 2 This Notice of Compliance is hereby issued by the County of Butte to certify that the conditions) t,,t imposed on the Certificate of Compliance, recorded on July 20, 1976, in Book 2088 at Page 309, have been fulfilled to the satisfaction of Butte County on property identified as: Issued to:. Emigdio & Guadalupe Carrillo 13161 Orchard Blossom Lane, Chico, CA 95973-8967 Property Location: West side of Orchard Blossom Lane approximately 2000 feet north from its intersection with Nord Highway. Nord area. Description: All that certain property located in the County of Butte, State of California, more particularly described in attached EXHIBIT "A". This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant thereto. Development of the parcel may require issuance of a permit or permits, or other grant or grants of approval. Issuance of this Notice of Compliance is pursuant to the Butte County Code Chapter 20-167. State of California, County of Butte, on August 4, 2003 , before me, Thomas L. Blixt, Notary Public, personally appeared, Stuart Edell personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS my hand and official seal. THOMAS L. BLIXT, NOTARY PUBLIC THOMAS L 1H�LCCT Commission f 1371740 Z i Notary Public - Caffemia Buda County My Comm E)0= Aug 25.2006 County of Butte STUART EDELL NOTICE OF COMPLIANCE - Page 2 Emigdio & Guadalupe Carrillo AP 006-660-018 "EXHIBIT "A" All that certain real property situate in the County of Butte, State of California, described as follows: THE South 1/2 of the East 3/4 of Lot 9 measured from the centerline of a 50 foot road along the East side of said lot, according to that certain map entitled Hosler Tract, near Chico, Butte County, California, which map was filed in the Office of the Recorder of the County of Butte, State of California, May 9, 1913, in Book 7 of Maps at Page 6. TOGETHER WITH those easements of record as shown on that document recorded in Book 1819 at Page 472. c� I RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE ------OROVILL---E-GA-95965-- - _ _....... .__ COPY of Document Recorded 22 -Oct -2003 2003-0073940 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. EMIGDIO Z. CARRILLO AND M. GUADALUPE R. CARRILLO REAL PROPERTY OWNERILESSOR 13161 ORCHARD BLOSSOM LANE MAILING ADDRESS CHICO, BUTTE, CA 95973. CITY COUNTY STATE ZD' 13163 ORCHARD BLOSSOM LANE INSTALLATION MAILING ADDRESS, IF DIFFERENT CHICO, BUTTE, CA 95973 CITY COUNTY STATE ZiP SAME UNIT OWNER (if also property owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE 21P UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAEaIG ADDRESS - OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 03-1891 .(530) 538-7541 G PERMIT NO. TELEPHONE NUMBER B_ T10/22/03 I -SIGNATURE OF LOCAL A OFFICIAL DATE EXECUTIVE HOMES DEALER NAME (if not a dealer We, write 'NONE") 92081 DEALER LICENSE NO. FLEETWOOD 2002 SUNCREST 566-3P MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFL217A/1325982-SC13 66'8"X 25'8" PFS0782705/6 SERIAL NUMBER(S) - LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL. PROPERTY LEGAL IDCRrnTrON ASSESSORS PARCEL NUMBER AP # 006-660-018 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. SCHEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: The South half of the East 1/3 of Lot 9, measured from the centerline of a 50 foot road, along the East line of said Lot, according to that certain Map entitled, "Hosler Tract, near Chico, Butte Co., Cal.," which Map was filed in the Office of the Recorder of the County of Butte, State of California, May 9, 1913 in Book 7 of Maps, at page 6. PARCEL II: An easement for roadway purposes and for ingress and egress, more particularly described as follows: A strip of land 60 feet in width over and across Lots 8, 9, 12, 13, 14, 15, 18, and 19 of "Holler Tract, Near Chico, Butte Co., Cal.," which Map was filed in the Office. of the Recorder of the County of Butte, State of California, May 9, 1913 in Book 7 of Maps, at page 6. Saif strip lying 35 feet Easterly of the adjacent to, and 25 feet Westerly of and adjacent to the following described line: BEGINNING at the Southwest comer of said Lot 19; thence North 0 degrees 38' West, along the Westerly line of said Lots 19, 14, 13, and 8 to the Northwest comer of said Lot 8 and the end of said line. EXCEPTING T ERFFrtOM that portion lying within parcel I described above j s t'rTIRKI Oa X45., S° 1, My_n y M + • n 4 9 'S ` y Ni rni { BUILDING PERMIT NUMBER: 03-1.891 Address or location of unit: 13163 ORCHARD BLOSSOM.LANE, CHICO CA 95973 Legal Description of Real Property: AP # 006-660-018 SEE ATTACHED (g) Mobilehome/Manufactured Home O 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: EMIGDIO Z. AND M. GUADALUPE R. CARRILLO .Owner's address: 1316f. ORCHARD BLOSSOM LANE, CHICO CA 95973 INSIGNIA OR HUD NUMBER: PFS0782705/6 SERIAL NUMBEROR V.I.N.: CAFL217A/B25982-SC13 MANUFACTURER'S NAME: FLEETWOOD YEAR: 2002 OFFICIAL APPROVING INSTALLATION DATE: 10/22/03 PHONE: (530) 538-7541 H.C.D. 5130 FILE No . 262 10/10 '03 AM 08:27 1 D :EXECUTIVE HOMES FAX : 530 891 8753 PAGE 2 NTorB'IAT d?cx1_lfort A r NUMOr;R: aUSINESS. TRANSPORTA'T'ION AND HOUSING AGENCY fi:'PAR'rMENT OF HOUSING AND COMMUNITY DEVELOPMENT%� 5 ® DIVISION OF CODF,9 AND 9TANDARn:y `• 4 R 7 1. MANUFACTURED HOUSING PROGRAM '"InuiVi` MANUFACTURER CERTIFICATE OF ORIGIN ❑CHF.CH IP TL119 1S A Uy 3I.ICAI'G MCU-F..N I'F.R OnIGINAL MCO NO.- _--- r� p�j fJ;�CI'UREU I IOIu�V f)14 MULTI -UNIT Ml�NttL�L�Fi�kJ lQlJSINO XXX NUMBER OF 2 ❑ SFD (SINGLE FAMILY DWELLING) Cl MUMI-I (MUL1'I-UNIT MANUFAC'rURFu 14UUSING I RANSPOR TABLE SECT IONS QOMMERCIAL C QAO: OCCUPANCY GROUP MANUFACTURER NAM[::; MANIIFAC T'URER LICENSE NUMBER: FLEETWOOD HOMES OF CALIFOR25IA, INC. 9534 - MfftF*TUpr11b, MS!hVX SUGOES1EU RF TAIL PRICE: PO BOX 1308 WOODLAND CA 95776 Street -- --- __ CIS.-- (slele�-- (Zip) ---- ------------ MANUFACI'U1iER TRADE NAME: MODEL NAME ANIVOR NUMBER: DAZE (II' MANUFACTUIII;; SVNCREEST 5663P 2003 10/02/2002 NAME OF DEALER OR TRANSFFIlEE (OWNERSHIP TRANSFERRED 1'0): CALIF. DEALr:11 NUMBER Oil DATC OF TRANSFER: AR,f /TRTTV U/q !titllW/NARTH. .T.NC. I1iANSFEREE DESII•NA7'ION: Dan: EXECUTIVE HOMES 92081 10/03/2002 DEALER OR TRANSFEREE ADDRESS: 3042 ESPLANADE CHICO CA 95973 Sire®t IR DAY NAME: CppO�DIEMgE3RC' L FINANCES yTERANNgSACMER(�I7CCAA _ 1N17N1T31Y CArNJEACOMMONO PLVD #350----- P 003PfIIY 471.609 CHARLOTTE NC 287.47 Slreel CII 5161st ZI SECTION I MANUFACI'1)nr..n SERIAL N(IMRFn RCD INSI(TNIA On ORR) IANFI. NIIMnr'R LF.NOIH W01 WEIG111 14 INCIIE9 INCIIC9 POUNDS 1 CAFL217A259B2-SC13 PFS0782705 800 154 27,200 CAFL217B25902-SC13 PF80702706 000 154 30.490 TRANSPORTER NAME: w--- TnANSPONTF.R ADDRESS: 8Bel . BOX 179 ce DUR1[AM 3181e CA (z(pi 93938 DESTINATION FOR UNI I' f/ESCpinED ABOVE: NAME 011991 Cit 51016 2.1 I cattily unMr ranaOy 6t perplry under 11,8 Iowa o1 Ihn 61816 of "11101nin that the mDove 19cia am two ane cortect, Execulad on I n / O 211B 2 nl MOW AND.—. — — — 1 ota�`j (c 4y) li'•nunly) j n n eltjNAl UnE OF AUTHORIZLU AGENT. 019TRIBUT112 OnIGINAL (PINK) FORWARU TO fJ-IVINVEN70RY CRfinlTon, UNLE88 TIIGnr IS NONE, 'IMEN FOnWAnD TU I'mE PURCHASf_R (OEALfR On TRANtIF5RCE). COPY I (WI.111'E) FORWARU'1'0�11111E DEPARIMENI AT P.O. BOX 020, SACRAMENTO, CA 0501'!.•10x0. WITITIN FIVE (S) 0AY9 OF nELEAeF. Cry OPY 2 (YCLLO" nelEn To T F. IRANSPOII'IT-A 10 ACCOMPANY THE UNIT' Tn ITS DC9'rINA11ON COPY 1(nOLDENIAUU) 10 OE RETAINED NY TIIE MANWACI11110. HCD 483.0 - Side 1 • (7197) STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM STATEMENT OF FACT'S This unit is a XMobflehome ❑ Commercial Coach ❑ Floating Home ❑ Truck Camper , Decal (License) No.(s) Trade Name We, the undersigned, hereby state: Serial No.(s) The above described unit has been placed on an approved foundation system in accordance with 18551A of the Health and Safety Code. I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. UWe certify under penalty of perjury that the foregoing is true and correct. Executed on �� % aOD� at (Date) (City) (State) Signature(s) Printed name(s) 2� �� �i� � e LST/ v� �h�� S • Addresses City. d�i , State 6114 HCD 476.6 (REV 12/00) Wb/17/03 10:42 BIDWELL TITLE � 530 891 8753 RECORDINO REQUESTED BY 1`---a BIDVYELL ') 7T'LE & ESCROW [:OMPANy Order a 2-176299 AND WHEN CORDED MAIL'ro Mnligdio Z. Carrillo 13161 orchard Blossom Lame Chico, CA 95973 9 60406 30 1 Recorded j OffIcIal, Rscorda 1 County of 1 CandaoBue 0 Jt Grubbs f Recorder 1 8e00am 28 -Oct -96 f NO.063 P005 Rao Fee 9.00 AOC 110.00 Check 119.00 BRTC Kp 2 SPACH ADM 71M LM ICOR IMMER•S USB Ay# 006-020-101: THIS FORM FURNISHM By ~ RIDS @d Tho undersigned 91`0=015) decwx): TSB & FSCRo�v COMPANY Docunoentarytransfer tax is S lip.00 - (x) computed on full value caof WPM Conveypd, or ( computed an full value legs lienar and encuttlbmaces ( ) Unincorporated area (X ) unineo it titre of sale. FOR A VALUABLE CONSIDERATION, reoefp of with � b a DAMES M. CARTER and PATRICIA A. GARTIsR, h ledged.band and wife , and hereby GRANTS) to EM Z. CARRII.LO and M. Jointnt Tlenants LUGUADAPS R. CARRIIW, hueband and wife Teas the following described real pnppe�y, in the oorparitted area State of California: cmuttY of Butte S88 ATTA' Trzn SC»IILN C FOR LacaL Dxx=P270N Dated: October 22 1996 e M. Carter Stace or Califontia County of`T $ut a I SSS On 10/24/96 Kg, ryPut tberan m, Nobdm under; set uSJarns M. Cartpc.Crt�`�atricia Aaer bc peraonatly known to me (or pmveq to tete on the basis of sadifaetory evidence) to the penon(o) whose name[a) is/arc nlbvribod to the within iwtru nt And acknowledged to me Nat he/she/they executed deo carne in hiocr/lhe(r autha7ized eapaciry(ies), anJ MR, by his/herltheir sijttatune(,) on the (nstntntertthet the Lnsmperyp�n(s) or die entity upon behalf of which the pt rvon(s) acW ercemted M WITN sisnalum MAIL TAX SfATMEMS, TO - antne as above liatriaiet A. Catrter L, AanOsW COMM, # 1073940 , COUNTY OF BUTTE W f�NCornrn. f?t:pklsOd. /. IMY Mis area for cerins( nI "W) G" 0611'r103 10:42 BIDWELL TITLE 4 530 891 8753 NO.063 P006 Order No. 2.114199 ` .SCHEDULE C The land referred to herein is described as lollowst i All that certain real property situate in the County o! Butte, state of California, described follows: r� Zs^_ItCoL I i '� 0 The south half of the Beat 3/4 of Lot 9# me ; along the bast line of said fat, according soured from the cauterlins of a SO foot road, Chico, Butte Co., Cal,,* which Mop wag ileo in 0 Office entitled, deroole�he county of Butte, State of California, May 9, 1913 In Hooh 7 0!s at � o pegs S. PARCEL IZt AA f' - i follows for roadway purgaees and for ingress and egrQeso more particularly described as A strip of land 60 feet in width over and across Lota 8, 9, 12r i3, 14, i5, 18 and i9 of "Howler Tract, Near Chico, Butte Co.,Cal.* Recorder of the County of Butte, State f California, May 9,wa19 3 in Beck t� f Maps, at age ` S. Said strip lying 35 feet 2 Gterly of and adjacent to, and 25 fest fiestarly of aa9de adjacent to tho following desert: filler 'i ` BEGiNNi�TQ at the Southwest corner'of said Lot 181 thbtsCb North OP 38' Peat, along the }' Westerly line of said Iota 19, 14, l3 •arid 8 to the yorthwast corner of Said Lot B sad the end of said line. F. EXCEPTING THSR9FROM that portion lying within Parcel i described +bwm. ' AP NO. 005-020-101 a r I NAW: AM DATE: i AA RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 20103-0073940 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:37PM 22 -Oct -2003 REC FEE 10.00 CONFORM 1.00 Kathy Page 1 of 2 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. EMIGDIO Z. CARRILLO AND M. GUADALUPE R. CARRILLO REAL PROPERTY OWNEWLESSOR 13161 ORCHARD BLOSSOM LANE MAILING ADDRESS CHICO, BUTTE, CA 95973 CITY COUNTY STATE ZIP 13163 ORCHARD BLOSSOM LANE INSTALLATION MAILING ADDRESS, IF DIFFERENT CHICO, BUTTE, CA 95973 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") I MAILING ADDRESS 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 03-1891 (530) 538-7541 BUI G PERMIT N0. TELEPHONE NUMBER 10/22/03 '—SIGNATURE OF LOCAL A OFFICIAL DATE EXECUTIVE HOMES DEALER NAME (if not a dealer sale, write "NONE") 92081 DEALER LICENSE NO. FLEETWOOD 2002 SUNCREST 566-3P MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER CAFL217A/B25982-SC13 66'8"X25'8"- PFS0782705/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 006-660-018 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. SCHEDULE C The land referred to herein is described as follows: All that certain real property situate.in the County of Butte, State of California, described as follows: PARCEL I: The South half of the East 1/3 of Lot 9, measured from the centerline of a 50 foot road, along the East line of said Lot, according to that certain Map entitled, "Hosler Tract, near Chico, Butte Co., Cal.," which Map was filed in the Office of the Recorder of the County of Butte, State of California, May 9, 1913 in Book 7 of Maps, at page 6. PARCEL II: An easement for roadway purposes and for ingress and egress, more particularly described as follows: A strip of land 60 feet in width over and across Lots 8, 9, 12, 13, 14, 15, 18, and 19 of "Hosler Tract, Near Chico, Butte Co., Cal.," which Map was filed in the Office of the Recorder of the County of Butte, State of California; May 9, 1913 in Book 7 of Maps, at page 6.. Saif strip lying 35 feet Easterly of the adjacent to, and 25 feet Westerly of and adjacent to the following described line: BEGINNING at the Southwest corner of said Lot 19; thence North 0 degrees 38' West, along the Westerly line of said Lots 19, 14, 13, and 8 to the Northwest corner of said Lot 8 and the end of said line. EXCEPTING THEREFROM that portion lying within Parcel I described above. COUNTY OF BUTTE t BUILDING DIVISION t DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE ✓► � � � U�-fl�yi OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r �ti r 4 r, Date 2Z Inspector l REV 10/92 !/ s I y NOTES RESIDENTIAL 006-660-018 03;1891 CARRILLO, EMIGDIO— -�� PERMIT NO. 43WORCHARD BLOSSOM, CHICO Cont: EXECUTIVE HOMES MH - 2ND DWELLING OFFICE COPY AddressT,� GAS Meter By Dat ELECTRIC Meter By Date SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r1, t4U buy pF5 2,70s JOBFINAL (Date o -vL— (7' f Signature t �t t t k OFFICE COPY AddressT,� GAS Meter By Dat ELECTRIC Meter By Date SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r1, t4U buy pF5 2,70s JOBFINAL (Date o -vL— (7' f Signature PP_ J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts ` 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings - 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.1.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps -82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection - 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate. Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts ` 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings - 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.1.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps -82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK 4. Water; Location -Test -Easement Needed (Sketch) 0 = No,OK 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Ready MOBILE HOMES ,Not 7. Well Clearance & Disconnect Date MOBILE HOME UTILITIES (Plans) OK except #'s Wate 1. Zoning Requirements -Setbacks -Easements 86�_as,aad 2. Soils; Special MH Support Sketch Date 3. Sewer; Location -Test -Fall -C/O -Concrete Z Fcg 4. Water; Location -Test -Easement Needed (Sketch) to 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Zoning Requirements -Setbacks -Easements 6. Gas; Location-Testrap;-/ /moi-6t� / P Nat. or % " L "ft./ P E 7. Well Clearance & Disconnect .W 8. Utility Clearance Wate ewer Connected 86�_as,aad Electricity Tagged Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Siding; Nailing -Veneer -Stucco -Mesh o i Requirements -Setbacks -Easements Roof; Shthg-Roofing 00 " ize-S acing -Marriage Line Ext.; Steps -Doors -Landings a est -Demand -Valve -Connector Braced Wall Panels lectn ' , est -Crossovers -Breakers -Clearances 5.ain; est -Fall -Flex Connector eH Test -Regulator -Connector C,47a-121AAd-SLsWer Connected -C/O to Grade -HD Approval as and Electricity Tagged 9. Tie Qpwfts-Type-Installation Cert. 1 xits; Insp.-Sketch 11,: C ccupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Z Fcg Fi gs; Size -Spacing -Marriage Line to ' Zoning Requirements -Setbacks -Easements H Test -Demand -Valve E icit ; MH Test .W H Test Wate ewer Connected 86�_as,aad Electricity Tagged its 7. 1Q Lice ecals -1 . erifv #'s with Office Date,-(/` 4 Card B-1 Date Card B-1 Dae -I V Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i Date • .Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting;. 15 Volts-GFI i 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 i Date • .Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting;. 15 Volts-GFI i 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 BOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION IF 7 County Center Drive • Oroville, California $5965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASV�OSV pPVNVIIV Z°AR 2 1/2 BUILDING PERMIT OWNER Emigdio and Guadalupe Carrillo TELEPHON 343-3635 SO. FT, OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 13161 Orchard Blogsam lane Chico CA 1675 R 90,450.00 CONTRACTOR'S NAME Executive Homes 891-6992 TELEPHONE CONTRACTORS MAIUNG ADDRESS 3042 Esplanade Chica CONSTRUCTION LEADER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 90.45 .00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 299.50 ARCHITECTR ENGINEERS MPJUNG ADDRESS Plan CheckingFee $ 2-1-00 BUIL �� y Ioq -J.a11�SBlOSSam Lane Chico Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 1 23.00 Water piping 1 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: iH perm fnd "temp MH under Admin permit" Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G w @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 20.A OR LESS 23.00 23 00 LICENSED CONTRACTOR'S 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? - in full f0 and effect. / ��� License Class LIC. No. (/ 4 4 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ( a ACC, azCS 3.50' CNS. NEW CONST. UT NON-RESID. MULTI.OU 97.50 POWER APPARATUS a SINGLE ourtEr CIR. 00 Ex. Occup. OUTLET OR FIXTURES SAL @':50 Ex. Occup. o,n zm Ro °Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the <performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700ofthe Labor Code, for the performance of work for which this permit is issued. My worker ' com ensatioLx4gofance carrier and polic ber,@re: Carrier (),ted Policy Number — (The above sections need nof be c m eta if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' mpensation provisions of section 3700 of the Labor Code, I shall forth h omply wit se provisions. ` CC X ate ro �J � Signature of Applican - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $450.50 HAz Iss This permit is hereby issued under the applicable provision:• of the Butte County Code and/or Resolutions to do wort indicat d above for which fees have been paid. lka4l IF p ate ffl03 PERMIT EXPIRES ON a �O Def ReceiptNo. a �� 3 �8'S3! 7•Sa WHITE-D.D.S.-B.D. CANARY-ASSE OR PI -INSPECTOR I GOLDENROD- LICANT Fw-.,CFROM: \E.H. USE ONLY � J '` Plot Plan Attached Root Plan A chad Sent to 8.D Building Department Environmental Health CT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for / dwelling. Other 3 `1.l �4 /vim, old mal for: nal clearance O.K. or: NOTE: p- /t`G� / 6.1-11 r _7 0� Environma", ealth Specialist Date 8/96 �.,iror T•_�,� _��,..-R$�"'.��-._.-�--.-.. _..�,.. _ ^- ...,.._�� �.-- .-. ..-R-r-•-r-.-..,,c�...�..�r....`...,n...'7w^-�/1" '.'« ��J ^!•"/i��Y���r•-• 63 _ . p 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: ASSESSOR �PARCEL NUMBER Proposed Building Use: K'&, m q PF ; iod L counter Technictian: Date: 6h S 3 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed,ty the preparer of the plans. 7- 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. :l' 6. Manufactured homes: ('')'Data sheets and installation instructions `)-M' anriage line information, Ltr.)`Floor Plan„(15'j`Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will lie indexed and returned to the plan review line-up when required items are received. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Plot plan and business license approval from the City of Biggs .................................... Letter of intent for non-residential buildings......................................................:.. Detached Accessory Building Form filled out by the owner ................................... Hazard o s Material Form.......................................................... 3. Other , , j2AR 1nP211X-)- Date Received By Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings 16. Sanitation and plot plan approval from the Environmental Health Department ❑ 17. City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plaapproval ❑ paid. Sent_ by: ...................... 19. Planning approval for (A) U: le(B)Parking: (C) Parcel Check: 0. Contact Land Development about ❑Improvements, ❑ Drainage .. cope............- . /0.10 57 �0� 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occgpancy). ❑ 22. Pre -Inspection for ` required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ................ - - ❑ 24. Worker's Compensation Carrier and Policy Number ............................................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance.............................................................. ❑ 29. Existing violatio nd/or expired permits .................................................. ❑ 0. (57Grant ee H. T'tle/Statement of Facts, l Letter from Legal Owner; �J 4ck to H.C.D. $ C2 U JfM1. Other: S PaCISFI irbi7il t>r»e. ixL h When issued Telephone '�s ee,9L91 and hold for pickup. I have been informedsf-t�e above items and requirements for obtaining a building permit. 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised of the above data by ❑ phone, ❑ mail, ❑ countv, by Date: Plans reviewed by: P CZ Date: �J , 7 , Q Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 /11 1 ^ SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES / Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 4�2. SCHOOL DISTRICT FEES 07J% GZ� (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) --� b Residential ...................... x $360.00 Units " Commercial (sq. ft'.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # v DATE RECEIPT # DATE REC. g1�03 At time of permit application, I was advised the above fees are required to be paid priorto issuance of the building permit. These fees may be changed during the p checking process. /)"y r APPLICANT DATE . , K0 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ......�.� _..... � "tea ..'y s .:W " d 0 a� BUTTE COUNTY SCHOOLS IMPAGT FEE CERTIFICATION FORM (One form per Building) School District ( uo Building Department No. A.P. NumberOv�- ILJIlJ o— (0 19 Jurisdiction: City County / / Property Owner 1 i �1 U40 -c Ca V ✓1 1 _ Property Location/Address �Iu ` Subdivision ,; Lot No. Fel Residential Development EZ Sq. Foots e f No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit #'s P-�rI'-{. ssr�X-Gi '(No foundation inspection_ )- ` v w I I 111 l Commercial/Industrial New L,;_t wilding Department Representative u se, runs reviewea ov bcnooi uistnct rersonnei Sq. Footage 0 - (Includ ng Exterior Roofed Areas) g10:� Date District Identification No. / 1 /UZ_ V--, School District certifies that zC c ,4 w -c q6mo (Applicant) � 11Z (Street Address) V (Phone Number) ICity) (State) (Zip Code) has complied with the requirements of Resolution No. �&5N_ Q Z by payment of $ representing I G / � square feet. n A School District Paid by Check # Remarks: �/ D AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm a BUTTE COUNTY•PARKS DEVELOPNENT4,FBE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parce Property Owner Project.Locati Subdivision .-� Fe We W �Wlm_ I M__ • .. - � � . � _ w f ►�► � ! Iii. Residential Developmene.-^(check one) Lot Number(s) New Development Alteration/Addition �Mobilehome(s) 1 Total Number of Dwelling Units _Non -Residential to Residential Comment:.(rry,("�" SS�Aww_ fn o VkK� 19 ii ing Department Rep 06b nta ive 4ate ************************************************************************** Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) (Street ,oAddress) r_1 ?5T 7.5 (City) (State)' (Zip Code) has complied with the requirements of Butte Co. Resolution No.. 90-140 by payment for dwelling units @ $1,189 for total payment of $ CARD Representative Date PAID BY CHECK NO. REMARKS: BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Ycllow--Butte Co. Building Dept. r Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form revised 11/90) Existing Well Proposed 24' - 40' G rage Proposed 66'8"- 26'8" anufactured 07) H e v rn cfl 0 vvInUINMIt NPO, L HEALTH A U 6 0 P 21;y3 CHICO, CALI ORNiA N APPROVED Butte County Environmental, I Feafth —9--7-03 Date LI_ Signature 3 bot tory, d Existing a `l x -7c) 9 Ov-.L5 2 30' 9'- 22' Existing U To Be 24'- 20' Removed Barn 117 Existing 0 Septic \ Existing 20'- 10' __.. F/S Wood : Awning ^0 10' 110' 160' i o o: oO : ' o. o• o' 0 Existing 0 60'- 24' Mobile Home Existing 0 0 i 38'- 10' N F/S Covered 0 Wood Deck �� Fruit and Oak Trees 0 Q� 0 0 0 46146 / 330 0 =Tree z Orchard Blossom Ln. 00 300 500 1000 AO// ODS ell/ Scale 1" = 50' 6' H O M E s )OM #2 /' O X ra-a BEDROOM #3 ir-rxra-a• 6ARAGE OMMER OPT. FLIPPED UTILITY AND GUEST BATH OPr. CORNER BAY F Sl.. ncreSt Series Model 5663P" 3 Bedrooms,. 2 Baths • 1,702 Square Feet ENWRONMIENTi L H+EA,I_ Th JUN 2 4 2003 I OPT. CORNER BAY /' OPT. FROOM .APPROVED Butte County �c Environmental Health I _2O(O —.?—D3:.._ ALT. M. OATH Date t-�-4 31 Fleetwood Homes reserves the right to change colors, prices, specifications, models; dimensions w; notice Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approxi to . quare footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive _at -transportable length.) Askyour retailer_for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE -WITHOUT- NOTICE OR OBLIGATION: - SU/17/MAR03 Exterior • Fiber cement siding built to resist weather damage • 2" x 4" exterior wall construction provides a sturdy frame • Transverse floors with 2" x 6" floor joists for better support • Class "A" fire -rated, composition shingle roof for long- lasting, low maintenance performance • Vented roof cavity allows hot air and condensation to exhaust for improved energy efficiency • Inswing front entry door with deadbolt, peephole and brass knocker for your family's safety • Inswing rear door with deadbolt and window add natural light • Low -E coated dual paned vinyl framed windows for better energy efficiency • Porch lights at front and rear entries for your safety Interior • �" drywall tape and texture in all areas (excluding closets) adds style.to your interior • Standard 17 oz. carpet in all living and bedroom areas for high performance and low maintenance - 100% nylon to prevent fuzzing and shedding - Multi -colored dye technique minimizes tracking and. spotting - Treated with StainTech- for easy cleaning • Glass ceiling fixtures brighten your home's interior • Vaulted ceiling throughout provides an open look and feel • White lined overhead cabinets for easy maintenance • Arched top wood cabinet doors add quality and natural beauty to your kitchen and bathrooms • Metal mini -blinds in living and bedroom areas for your privacy ' • Hollow core closet doors are durable and provide convenient access Baths' • Easy -care laminate countertop with hand laid, 4" ceramic tile backsplash provides attractive color accent • Recessed medicine cabinet provides convenient storage space in each bath • Master bath has a large one-piece oval tub/shower for a relaxing bath or convenient shower Guest bath has a one-piece 60" fiberglass tub/shower comfortable molded design and easy maintenance Ceiling exhaust fan provides extra ventilation in each bath " • Bank of three drawers in the master bath for handy storage I • Extra large vanity mirrors with Hollywood lights in both bathrooms provide an expansive viewing -area Single lever sink faucets Kitchen • Brand name appliances provide confidence and hassle -free service - 30 free-standing gas range - 14 cubic foot frost -free refrigerator • Single lever faucet with sprayer • Bank of 4 drawers provides convenient storage for your utensils • Double cell porcelain sink adds flexibility in kitchen activities • Congoleum® no -wax, vinyl flooring for easy care • Elegant crown molding provides a finishing touch to overhead cabinets ' • Choice selection of 4" ceramic tile backsplash provides attractive color accent • Wood self -edge provides a finished look • Two pull-out pot and pan drawers provide'easy roll' out storage convenience Utility, Safety and Energy Features • Smoke detector(s) and built-in interior 100 AMP panel box for your safety and easy access • Shut-off valves at all plumbing fixtures for your convenience • Overhead utility shelf for added storage space - r t Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, dKd1s' ah ap`przi to#igure? Length indicated in floorplans is floor length only. The length of the hitch isnot included. (Add four feet to arrive at transportable'lerfgth.)- Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. .., ....:»•..,..,w.•..--��---°-^ ® 01996 • Zone II insulation package for energy efficiency, includes: white vinyl framed, dual -paned windows, R-22 ceiling, R-11 wall, R-11 floor • 30 gallon gas water heater is efficient and requires low maintenance • Gas furnace provides name brand confidence and hassle -free service • Plumb/wire for washer and dryer provides convenient hook up Optional Features • Dishwasher and garbage disposal for quick and easy kitchen clean-up • Skylights of various sizes brighten any room • Refrigerator and range upgrades meet your culinary needs • Deluxe carpet selections for increased performance and beauty • 1,6" rebond carpet pad extends.the fife of your carpet • Ceiling fan circulates air for a "spring breeze" feeling all year long • Rounded sheet rock comers in living areas soften your decor • Beautiful ash cabinet system with recessed panel arched top doors, ash face frames and adjustable overhead shelving add value and quality • Overhead utility cabinets expand your storage space • Recessed fluorescent lights give your kitchen a contemporary look • Sliding glass exterior door welcomes more natural light into your home • 40 gallon gas water heaters_ provide more hot water for your family's needs • Zone III insulation package to meet the needs of the climate where you live, includes: 2" x 6" exterior walls with R-33 ceiling, R-19 wall, R-22 floor insulation •G. FLEETWOOD. • • FLEETWOOD HOMES of CALIFORNIA, INC. a subsidiary of Fleetwood Enterprises, Inc. 18 N. Pioneer Avenue Woodland, CA 95776 (530) 662-3223 SU/17/APR03 NOTES NJ r _RESIDENTIAL�___l, j 006-660-018 03-2379 -PERMIT NO. CARRILLO, EMIGDIO~ j 13161 ORCHARD BLOSSOM LN, CHICO wj ? DETACHED GARAGE ;f ej f s SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS'REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date Signature i; t t j 5 t' f r .f rl 1 r. G SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS'REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date Signature J=OK 0 = Not - =Not AAppplicable . = Not Ready 16. RESIDENTIAL Date UN RFLOOR (Plans) OK except #'s Zoning -Setbacks -Easements -Flood -Slope 2. f4., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3o"'Ftg., Garage; Soils-Steel-Elec. Grnd.-/f-y /" Ftg. Depth Card B-1 Date Card B-1 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Card B-1 Date Card B-1 5. Stemwalls, Main; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 67. Bedroom Exiting 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 70. Stairs & Rails 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 21. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 22. Gas Pipe; Sixe & Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test Fire Sprinkler; Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation (Single & Duplex) Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 16. Insulation 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 67. Bedroom Exiting 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 70. Stairs & Rails 20. Shower Pan; Test, First Floor -Tub Access 71. Fireplace or Stove, Clearance -Hearth 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper Date 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Clearance Looked under Floor O Yes 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 89. Ventilation Throughout House 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 92. Gas Test -Meters Tagged, Gas -Electric 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 95. Address Posted 35. Smoke Detector 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Cana B-1 Date Card B-1 Date Comments at Final: Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O No/Walks 0 Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J = OK 0 = Not OK Not . = NotReadyab;e Card B-1 Date MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 1. Zoning Requirements -Setbacks -Easements ood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete EjpotriC 4. Water; Location -Test -Easement Needed (Sketch) 3. Blocking 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 4. Gas; MH Test -Demand -Valve 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 5. Electricity; MH Test 7. Well Clearance & Disconnect 6. Water; MH Test 8. Utility Clearance 7. Water and Sewer Connected natel POOLS (Plans) OK except #'s 1. 8. Gas and Electricity Tagged 2. Soils; Compaction -Structure Stability Date Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date 5. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) ood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. 1. Zoning Requirements -Setbacks -Easements 6. Carports; Windows -Doors 2. Footings; Size -Spacing -Marriage Line EjpotriC 3. Blocking g; Nail' eneer-Stucco-Mesh 4. Gas; MH Test -Demand -Valve oof; Shthg-Roofing 11. 5. Electricity; MH Test 1,2 raced Wall Panels 6. Water; MH Test Date UJCard Dat 7. Water and Sewer Connected natel POOLS (Plans) OK except #'s 1. 8. Gas and Electricity Tagged 2. Soils; Compaction -Structure Stability 9. Exits Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. 10. License Decals 5. Elec.; Pool Lighting; 15 Volts-GFI 11. Verify #'s with Office Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MI CELLAN Date DEC , COVERS, CARPORT ARA ans) OK except #'s Zo K Requirements -Setbacks -Easements 3. ootings; Soils -Size -Depth -Spacing -Connectors -Steel Dec , Girders and/or Joists -Decking -Bracing -Stairs -Rails ood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. EjpotriC � r ; Sil nch - to russes g; Nail' eneer-Stucco-Mesh 1 ' oof; Shthg-Roofing 11. Ext. eps-Doors-Landings 1,2 raced Wall Panels Date UJCard Dat B-1 Date Card B-1 Card B-1 Date Card B-1 natel POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 l 10/22/20�0/3(� 07:41. 5308460490 MITCHELLS BUILDING M API=�r Certificate, of Con,formance Cenificate 0 5 4 0 7 4 F . THIS 1S TO CERTIFY that the glued laminated timber products Identified with a collective mark EnVinserod Wood Sysrems (EWS) were manufactured In accordance with the applicable standar and asaoclated speollications Indideted below., u f ' ANSI Standard A1-90.1-1992, For Wood Products — Structural Glued Laminated limber NER-486 Glued Laminated Timber Combinations And "CTAP" Computer Program For Determining Design;Stresses AITC 117.83 — Manufacturing — Standard 5peciflcatibns For Structural Glued Laminated Timber Of 50ttwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarkad structural glued laminated timber mem were produced in a manufacturing facility subject to regular audits in accordance with the Engln®e Wood Syafoms (EWS) Quality Assurance Program. Routine audits Include Inspection of manufacturing process and evaluation of the in -plant G0A program with adequate sampling to y conformance to Industry slandards for lumber grade and gluellne bond quality. ••�•�p W 00,0 ,4i Ms SEAL M.- • by Al- rw- Thomas G, Williamson Executive Vice President SN61MRSA6p WOOO SYSTEMS N a Mat00 0ororallan of APA -TMS ONQINEMARV WOOD ASSOCIA77 I+ 7011 South 191h ttvad • P.O. Box 11000 • Tacoma. WA Mi 1-0060 TeltlMano: (968) 965.6800 Paz Number, 1260) 886.7298 rt �e PAGE 02 10/22/2003 07:41 5308460490 MITCHELLS BUILDING M UL- i . C:U. ;'Wwo 8; 54HI-I LH, lou 1.LLER UF,Pt_Y3 11v - 61? PAGE 03 NOTMt 1, Fb must be adjusted for the volume etfoot (C„) using the rollmdnp lormule: ev C (s,tzt�),• (ash)" (9114141.0 Whore: b +Mdih of bending member In Inches (In) d depth of bending member In Inches On) L lonpth of bending member between points of $oto moment In test nx Southem Pine. 20 AN Other spades: 10 2. Uew 24F -V4 OF lay-up3. Uses 30F•92M1 eP lay-up. except 1 7114" widths 4. Premier Plus 2.16 IJC 7 114• width. 5. For oxemple. Allowable bending Fb support on multiple $pen oM or M*w 2, 00,000 1 4 ;2M1 I Pat 2 2600 PSI{� • Iniork r beam. i �' • , , ,,• Ip fi +j;, (• A! ; , ;�( rj�$tress Com osis" Modulus Lay-up Flarua+0191rM4` Flo 0) Compreesbn Sheer 15 of pmd4ct Comblrtogoo rli an Zo Carnpree6gn Yon• Pwpendkvlar to t3leMt Fr (Pal) enb 100% Stressed In Tensbn StMes6d In TontlprO Fo (a,l) 115% (PSI) 10,000 Arahltemrel 241•V4 OF 2,400 1,950 .650 a4o .000 Freml 24F•1.aE 2,400 1600 900 lea Premier 1.9E IJC' 2,400 1,900 630 240 1,300,000 Premier Plus I 2.18 WC' $,000' 1 3,000' 740 1 270 10.660 NOTMt 1, Fb must be adjusted for the volume etfoot (C„) using the rollmdnp lormule: ev C (s,tzt�),• (ash)" (9114141.0 Whore: b +Mdih of bending member In Inches (In) d depth of bending member In Inches On) L lonpth of bending member between points of $oto moment In test nx Southem Pine. 20 AN Other spades: 10 2. Uew 24F -V4 OF lay-up3. Uses 30F•92M1 eP lay-up. except 1 7114" widths 4. Premier Plus 2.16 IJC 7 114• width. 5. For oxemple. Allowable bending Fb support on multiple $pen oM or M*w 2, 00,000 1 4 ;2M1 I Pat 2 2600 PSI{� • Iniork r beam. i �' • , , ,,• Ip fi +j;, (• A! ; , ;�( rj�$tress Com osis" Modulus GOMfth$Ilt►n ,;� ,!.+,10101+01161 Io grain maso F ' (pal) Fj (peg Fall (psi) MOE (100 Comb t/3 OF 2,100, 2,300 2,300' 1,800,00 I Comb 450 8P 2,3001 2AOO 1300' 1,600,00 j 1. Volvos appUoabla to columns of e• in 16• in dept :LLAMETTE GLULAM DESIGN PROPERTIES TABLES 3 1/8" Architectural 24F,V4 Allow$ Ia ear ( be Allowable men • Da El 100% 116% 126'/. 100% 115% 1261E DEPTH x10'NA 6' 3.000 3,460 3,730 3.750 4,310 4,690 101 71/2" 3.730 4,310 4.600 5.000 6,740 7,330 196 9" 4,50 S10t3 5430 9440 9,i'10' 10.660 342 ..la 1�°.. ~ 6x 60 . .�0!SO 8,¢SQ. �_ _ 11,494. • AMR, 14P6o 6427.0 . 12." 6,000 6,900 71600 16,000 17,260 18,760 610 .9 131/2" 6.750 7,760 8,440 19.990 21,830 23,730 1,153 10.0 10 .. ?.lfCO...90- - ' ii,960�0 . 48.980 ..26,300 11,681• 31),960 2, 06 12.2 18` 9.000 10.350~ 11,260•-• 32,700 37,610 40,880 2,734 �19j.3 1911?" 9,780 1 11,210 12.190 37.770 1 49,440 1 47,210 j 3,479 1 4 3 1/2" Frajitirig 24F -1.8E Allowable Shear Allowable Moment ( I,ba El DEPTH x10• IN F) 100% 15% 126% 100% 115 125 7112' 3,413 3.924 4,266 6.550 7,640 8,200 221 62 9` 4,093 4.713 .-ei�,�sa' V 5,119 9.450 ..2,606 10,670 11.610 383 4 ib i(2' ;(TfII 9;972 1090 1-6,080 Goa 947 1Q" 01460 61241 8,48 �BIQPO, 19,820 2.1,000. 507 9 9 131/2" 8,143 7.081 7,678 _ . 21,260 .. 24,440 ,. 2. 6.580 1,292 11k1 15" 6,825 7,840 8,631 28,080 , 29,990 32,600 1.772 12(.4 NOIR: Sohn Mile of 114021 Is used to c41cu1011 C,,. Allowsbls Moment 00ocid neads,b be 00O3ted lar longer apanit. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 r (Rev.12/$6) APPLICATION AND PERMIT - !� ASSESSOR PARCEL NUMBER * 006-660-018 ZONING AR91/9 BUILDING PERMIT OWNERTELEPHON CARRILLO EMIGDIO - SO, FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 13161 M ORCHARD BLOSSOM 960 @18 tj 17,280 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 17 9R ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMITi ing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlides ❑ Installation ❑ Other ❑ Describe Work: DETACHED GARAGE (24'X40') Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Fling Feel 20.00 Main Service wov oR LESS 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S 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. 7 D License Class a—� G_ -AIC_ Lic. No. OWNER -BUILDER DECLARATION.50 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. . ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION !'hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWEUJNG OCCUP. OR ADDNS. ( e ACC. BIDS. s0 3.5¢FT: NO"ON.palp ' MULT 00UTLET Ln 7.50 POWER APPARATUS a sINGLE ounEr aR. EX. Occup. OUTLET OR FIXTURES BAL'0 "00 Ex. Occup. ..MED AMRM.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FE1 S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) tr 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 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 mp wQ/ithn th provi o X Date. .� �'—O3 p D Signature -of Applicant - ❑ Owner O_Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 0 CONST. TYPE TOTAL FEE $ , qjl XTIVHAZ. D. FEES MP FLOOD CDF AR pp HD ISS E r/ ;� This permit is hereb issued under the applicable provisions of the utte Coun Code and/or Resolutions to do work indi ted for vthich fees have been paid. B C to PERMIT EXPIRES ON 7 Date Receipt No Jr� .3-11 s WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ���,,,: � ' -... ... _ , ^nrr ♦ mac. -a- r,.7 ,.. t % . r+ � r - � .. ... ., ., ,� . r1'4;...rt: 4 .., i'r•- , r .n _ '1�•r^ :n ( C7µ}.".�+ ,t COUNTY OFBUTTE-DEPARTMENT OF DEVELO00, PM E S -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 " , l PERMIT APPLICATION DATA SHEET OWNER: o . ASSESSOR PARCEL NUMBE roposed Building Use: Counter Technician: Date: L / 0,3 s quired in order to apply for a per it. All boxes WST be checked OR marked NA in der to apply. e plans, 3 or 4 sets, signed by the preparer of the plans. o plete plans, 3 or 4 sets, signed by the preparer of the plans. } gineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. _ Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. 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. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. S jk plan and business license approval from the City of Biggs .................................... 10 etter of intent for non-residential buildings........................................................ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... 01 3. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ..................................... 17. Statement of Intent for Non -heated and A/C Buildings................................../�.�+. n I r4 18. Sanitation and site plan approval from the Environmental Health Department inti V 6 ;Q� City of Chico Plumbing permit........................................................................ alifornia Department of Forestry plan approval ❑ paid. Sent by: ...................... 1. Planning approval for (A) Use: oK (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 23. NPDES Form............................................................................................. ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. "' } ❑ 25. Pre -Inspection for required ................ 2Contractor's license information. (Number, Name Style, Classification) ...................... 7. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactur 6 home utility clearance............................................................... „❑ 32. 'sting viol ons and/or�expired permits ................................. �...................... .' ❑Gran a d, M.H. Tit men o 9, ❑ it frA�i Le I 0 ner, ❑Check to H.C.D. $ .' ��Other:V601 -17 0 '.1Nhen issued elephone and hold for pickup. I have been inWmdo of tho above items ano requirements for obtaining a building permit. 1. Index permit app icati n for the 6bove items numbered: Plan Check Letter 2. Additional items iqu redContractor, designecaner as advised of the above data y hone, ❑ mail, ❑ counter, by _Date:-,V7—D3 Contractor, designe, er, was advised of theve data by Qphone, ❑ mail, EDcounter, b Date: Plans reviewed by: Date: ,� 0 Plans approved by: Date: 3 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512;1 Sep -2-03 3:40PM; Page 1/4 a! rao Ann Paw KM Anszkod fidm to G.D. .............. .. ..... ... . . . . . . . . . . . .*J APS V. %i Private Well V 2. Mae MY . . .... ... lit -65 T ............. .401 Date, Y 104 At b"h� - I; . 6 4 R `,"1,,;;�;' Fo Department of Devel:opmelnf Services ® o _.;B.uild:ing D .Wigion o i , 0 7 County Center Drive o: lle; CX 95965 ; la'.,, S o ..... :.. o _ Or.'ovi (530) 538;.7541' (530) 538-2140 FAX DETACHED'ACCESSORY 9 `ILDING..� , .: > � . OWNER'S'STATEMENT OF USE ,...", �"�� , •>{ .�_ �;.. Plan review will not be started until this forrn:1s completed, signed by theproperty owner --and,_ i returned to the Butte County Building Division:>Attached AccessoryBuildings andi-Additions .f will be checked-'for,residential use. Exception': -'Garages and Carpoitsf11`°>' Owner:.. 'cz OtZPhone:'",• A ra Mailing Address �40, '` �,^: -Jed:. 1 1 -. �.: .�.. •... v ..a�`. ,lam 'Q, ,� t: t.i , k 'd Site Address: �/ v Assessor's Parcel Number:: .Q491!5._ 'w. ... .. .. -.N.s-'.. ,.,.,_ .:. .„ ..... ,, w. -" _ w. .s. ._., ..: v Ma,R• w q v .. . _ " w Please answer questions; I-16,:and explain any yes answers for .questions' 244_in=the-space provided on,page•2 of Y _• this form. GENERAL LNFORMATION: _ . a ... •.w... ._ 1. Is there a primary dwelling on the property? "`Yes No 2: Is the structure°already built,• under construction,-orunder notice,of code•violation? - Yes ❑- N 3. Will items produced in this building be offered for sale? Yes ❑ No 4: Will the public have access to this building?-: - _. _... , .' Yes ❑ ` No 5. Will any -advertising, on or,off-site be associated with,the.use•of•tius building?-•-- - Yes ❑ -No SITE CONDITIONS:. 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer chart 20' to your front property line?Yes ❑ No S. Do`you plan to add -a driveway or modify existing accestu'a,county maintained` road? Yes No 9. Will the proposed structure encroach within any recorded easement?^ ;+ Yes ❑ No CONSTRUCTION FEATURES: 10: Will this building have insulated floor, walls, or ceilirig? Yes ❑ 'No 11. Will this building be heated or cooled? Yes ❑ No 12; Will,this building have a water closet/toilet? „ Yes ❑-) 1'3. Will this building have `a,sink.. r� Yes ❑ No' •..9=a� 1 wti a „e r'. .; �' 1. 14. Will this building have a water heater? Yes'❑ Not 15. What type of floor covering -will -the building have?-`"" 16.- What"type of Wall covering will the buildinhave? g DVAMfl 1 of 2 -PROPOSED. USE: (check only one box)' I Residential Storage Shed =41;will,-be storing, inttfiis buildingand.if will of be used for any other gwpQse!,an (no�bathroomd-pp.heating or cooling). 2. Private Garage — "A building or a portion of a building not more that °1,000 square feet (!,QM6ye Aee. ception) in area in which only motor vehicles used by tenants of the building or buildings 0n"& premises are stored or kept." A gar -age, door is required. 3. El Residential Carport — A covered structure intended for parking vehicles. Two or more sides must be entirely oven.- 4. M'Reside'ntial Occupancy — Structures meant -to be -occupied,- as ppposgd-to.,a storage garage, or carport. If you che'cked:#4, please check theus6s b6lo'w which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio, Apartment ❑ In-law quarters dy � , � * q ED' -, .; '� 0 Re:Cr6t1dfi-Rooffi;'.' *. 0 =ddihe' Room` I ktcl Stu, 1,4LO i -L, Library, 0 l3onuModmi, C],Playroom Denu, v. iStudiW 0 Artist Studio \E] Hobby Room 0. Craft Room, 0, Sewing. Room El Canning Kitchen 0 Music Room 0 Family Room El " S, un, Room 0 Private Office E3 Workshop El Home. Occupancy' '[] Other — Use = 1. Describe type ofWorbhop Must.be approved by the Butte County Plarming DivI3101L E4ia'naiions: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before,the explanation. Additional;Information: ........... ' Plan review will, not be started until this Arm is completed andlrekei*ed. A*P'J'aO'i Aximhier'mii 66ntact,thie., owner with. specific requirements per the use indicated. I hearby afflimi*Linder,penalty of perjury that the above information is true and �drrect.Tufidedtand that afiy changers to die u . . , , i- -i 1 correct' q - - - - - ges use; or character of use, of this building will require permits froni'the'p-e-nnitting atithorityj undetstand that. Real. Estate Disclosure laws require disclosure of this information if when the property, is offered for sald.' Owner's Name! Please Print' j 7 75 itl e 7" - Owner's Signature: Date: 2 of 2 Department ®f Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construl<cti®n Requirements IMPORTANT . This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (1997 U.B.C.), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.), and the 1999 National Electrical Code (1999 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door.. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Seo.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. e Closet lights per N.E.C. Article 410-8. e Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide''/s"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with sternwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) ®. Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, UBC) Page 1 of 2 Owners Name: Building Permit Number: Plans Examiner: Martha Christy 509, U.B.C.) • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. ' Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detectors as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear operable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2.' Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the 100 -year flood elevation. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. " The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 7. All building materials below the 100 -year flood elevation must be of fire-resistant material. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of _0' from the side and _W_' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Building Permit Number: 9 Plans Examiner: Martha Christy / t" Owner's Name Mai! Address MOBILEHOME BUILDING RECORD PARCEL N0, SITUS TYPE MODEL ow I] Single Wide [� Expando poubleWid• Tog NANUF. LeWn++�A Triple Wida Other QUALITYYEAR CLASS BUILT "<� ' 7tion I --j ROOMS Descrip- FLOOR NO. OF MAT'L PLB. DESCRIPTION No. FiXT'S KITCHEN FEATURES Cabinets L. F. Counters C L. F. Remarks EXTERIOR ROOF STYLE SKIRTING Entry J -oro. Dis . Dishwasher Hood.Fon Alum. Panels Mosunite Panels Arched f=lat Alum. Panels Alum. Shiplop Livingf Range -Oven Compoctor Microwave Alum. Shiplop Siding Decorot-e Stone Other Exp, Fasteners Ga61e Cut Up Pilch: L M H O'Hang q Ft. Masonrre Fiberglass Brick or Stone Other Dining Family Great Rm. Con SPECIAL INTERIOR FEATURES Bar -Wet, Dr Hutch Book Case Fireplace Cath. Ceiling Extra Both WINDOWS ROOF COVER HEATING Minimum Goly. Iron Forced Air Bedroom -Z- cry SPECIAL EXTERIOR FEATURES Tract Size Picture Enorneled Steel Asphalt Shgl. Downflow Upflow Dress Rm. Window awnings Shutters Shake Roof Ba Compo, Noll or Floor Both Slid Dears Lin. Ft. INSULATION Floor R• Gravel, RockOther Other #1 FOUNDATION Permonent --Set-up for A/C COOLINGQuolily Refrig. H.P. Bath Both i5 Kitchen MOBILE HOME RATING SE.G.a.F Condition Appearance Canferm Locotior Wells R- Ceiling R' Piers Tie Downs Heat Pump Thru Wall Evop. Cool Bonus Rm. Utility PARK RATING (E.G-A.F.P.) overall General Recreation Overall Location Aooeoronce F cilirics Oualrry TOTALS DESIGN YEAR TYPE CLASS EFF. DEPR. SQ. FEET YR. TABLE MAIN IMP. R.C.N. R.C.N. MAIN IMP. TOTAL s, R.C.L.N.O. A[ 0* RCL 0 GOGD Y e eGood APPRAISER GATE REVIEWED DATE t� I K $ ,: ,1 9 19 19 19 1 9 UNIT UNIT AREACOST COST UNIT AREA COST COST UNIT AREA COST COST AREA UNIT UNIT COST =OST AREA COST COST Mobile Home Air Conditioning - Evaa. Cooler Dishwasher ° �3" - Be.- Skirting Other TOTAL R.C.N. MAIN Carport/Porch RoofAL4"; Porch Storage Shed SUBTOTAL R.C.N• Deduct (Singlewidt s) 'TOTAL R.C.N. 71 ....♦.... ............ ........... .... .. ..........r......-•• .......................... . . . . . ♦ . . . ♦ . ♦ p . . . .. . . . . p . . .. i ♦ p ♦ . . ♦ . ♦ ♦ . . . p . . . . . . . . . . . . . . ♦ t . p•. . . . . . . . . .. ..........♦.:. .......:.♦............ �L...:....:... p....y...... ..-♦.....•.... ! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . if.........................i BE -ASO AH.590-F BACK 6-6.60 ho I MISCELLANEOUS STRUCTURES f I_Structure I Found. 1 Floor F Exterior I Roo/ Interior AREA COMPUTATIONS Main Areas I Other Areas I pate I Aooroiser I MISCELLANEOUS INFORMATION I *-4 W N MARKET DATA 19 ti 9 W 0 DataA raiser Remarks N CD U 3 T PERMIT DATA OWNER-S6131LOER'S NAME NAME O O N Permlt No. Date Amount Improvement *-4 b ice^ �Y t mic e.4r f 4... FI -'r. 17 � 6 F�' It}yJ' y1 ti l IJ Y 171 1Y 1 �L It{.jz. rx`'1�I,1 ' IAI. !'thrytrc Inirl�itj4. ' J �` rj C y Iti c .F t ic'1..J ��i 3 #�i1�1� 1r17.J �y rl Yt N.t - Cyt rY ; t I{• . { �j y tY �i rjp�yR�i� r.'*- i GYrr-tF 4 h V 4 `e74�wi r �t}iYt a,k 13 7 44 IRS' i } +'�i�` . J - pG'+} y f�ii�lGgfb ✓ y IyJ 1)ni>) ty i ; ,� �1t i �i`: pp y ayJ. to `rr"» ab3 k7 �3� �f R}',(L•Yi fl ) h ,r -2,k 1.4 I�yA�Lf i�:� y�.kr r t•K, eYI 4 1 t 9 `�"' t ,ctb � • � 1 jt,J- e - b � lit ' ,�^�dt. v f i � �? W,p4 f r t�j�y+ vr'i.� � Id�f o Sr• Utf ("•rtJ� ti f li 3 � t: "rFit"irl n � 1 ` ;� nt 1� TyRR c�ky t f �( X, x- �1 3Jh JkS i{'�h•T tx`�i r.,y �' p y r Tt _44" i � ' 1 i `t" �� 7 � tall h 1�1 n3g, r f1 r tr ° s y y 7 ti Ptt} at Iq y'ai .ite t ' r PROJECT =Owner: ING RECORD Applicant: r �X A.P. M 0(0 Permit M �g Work Description: Date Description of Step or Status July 7, 2003 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530)538-7541 (530) 538-2140 FAX Emigdio and Guadalupe Carrillo 13161 Orchard Blossom Lane Chico, Ca 95973 Assessor Parcel Number: 006-660-018 Building Permit Number: 03-1891 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM.- Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Please provide verification that the existing mobilhome, awnings, decks and the barn have been built with permits or that they have been in existence before permits were required. Our records do not indicate any permits for this site. 2Please provide verification of the type of foundation system used for the existing . mobilhome. Is it a soft set, with tie -downs or a permanent foundation system? If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner CC: Executive Homes 1 of 1 IN SITE PLAN REVIEW APPLICATION Date: C� 1 % — AP# b — r L Permit Number (if applicable)_ jj 1 APPLICANT INFORMATION 'Parcel Size: 2- ' 1 A c- 0 . wners Owners Name: C fi 2-Z. l Lt_ ©� E m l G- 1 O e u/l b A I-\) PC— Owners Address: 3, b D QCa jt*_*:� Ql.,0 SS bty-) I -N C I -A I G Q C A Telephone No.: Situs Address: i 3) b 1 Orav-1 A� aur sc_,01-r-, L Ij . Proposed Use: Residential ❑ New'Single Family.Residential ❑ Single Family Addition ❑ Single Family Remodel � * .� .4 'der_ 23 cam• v � �rl�l h p Y ❑ Residential Accessory ❑ Permanent Second Dwelling Ab m , Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family i Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial . ❑ Industrial Addition ❑ Industrial Remodel Other 0 Septic Well ❑ Agricultural Exempt Building Other: 46,- --C-5u,- it Brief Explanation (if necessary): A PP L1 C PN N �S + O Gy Y A Ci T N L �l3ar,,)NOf 2_J�>1 N6Ce)JQ t_>Dwf--LU MG- n.�-T'U,U i Fj i�1a9�(�'� RI�JTi le&z j`�i_}11�3N1►u�r� DO NOT WRITE BELOW THIS LINE ;s DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ❑ Conditionally Approved Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved :1 Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X_ • Flood Panel No.: 6 3 2O p Index Date: 1=i—'�� ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ .Minor Variance ❑ Variance -------------------------------------------- ---------------------------------- ------------- --------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A 1 Z '2,5` Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front rJ D Side ' Side Street Rear O Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees r ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ' ❑ Thermalito. Drainage Area ❑ Thermalito Urban Area ❑ s Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula V * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ 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 Count Standards for Decd Creation: No E] Yes � ' Comments: �-�� e- 2 a8 — 3® 0L>] AP D'ILl— Q O— IE) coo(0- 02.0-)01 ❑ 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 f ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by.zone ❑ Meet current Environmental Health Department requirements ---------------------------------------------------------------------------------------------------------------------------- Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions 12 Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the pareel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑■ pv C3i,► G0 f�l� Lr �2 1 �i e �O 1J 1 1 O IJ O -P . C,OjV S i fjJ CI -'1 BJ,3 , Page 4 of 5 C Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy tocuments\Bui[ding Permit Site Plan Reviewl.doc Page 5 of 5 r May 21 03 01:28p p.1 BUTTE COUNTY AGRICULTURAL BUFFER UNUSUAL CIRCUMSTANCES FORM Butte County requires a 300' buffer between agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300' dimension cannot be met on existing parcels. This exception is not available for lots being divided or subdivided. Applicant must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: Lt s! r 1 � 0 Phone:.3 APN: (�2 % - 0 1 Reason you believe you qualify for the unusual circumstances exception: (0l Applicant's sign re Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing Improvement (well septic, etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: Drawn to scale Assessor's parcel number Owners name, property address and street name Size of parcel (dimensions and acreage) North arrow All improvements - existing or proposed (structures, wells, septic system, etc.) r, Frontage Road serving parcel Use of adjacent properties (all sides) showing type of farming and other improvements (wells, septic, structures) r. Driveway width and length ..........:................................................................................................................ For .office use only: DISCRETIONARY PERMITS lannin -MINISTERIAL PERMITS (building) Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: WL—u-� Date: a 03 YMC 4/10/03 fob ho mss w► i I Ise LC.o� a SO P�- -�o�efh-e r. y K1 " Butte County Department of Public Health 695 OLEANDER AVENUEDIVISION ' O F SANITATION 2430 BIRD'STR EE nt CHICO, CALIFORNIA OROVILLE,'CA.LIFORNI � 533.1230, 1 rja, .343-4211, EXT. 62 EXT 297 1 Septic Tank System Inspection Certificate "f The Septic Tank System was Installed at FOR.:... .._.. ..�� ....._.... ___.._..._----__.._ SEPTIC TANK LEACHING FIELD Length....� �..� r _ ft. Length ..._A®._..__...... ft. i Width ----------- ........ft. Width in. Water Depth __`!_..... ft. No. of Lines _.._...... .._.... Material _ C_�::�1:r�__ Rock Under Tile 1n. , The above dimensions meet the minimum requirements of County Ordinance No. 699. Additional leaching (\ area will be required if experience shows it to be necessary. REMARKS: ------------------ __.....____._---_..-------- _____ .. _..__....__ .... _ ___............_ _ ._ . �� ._..-------- _-_---- a----____.._.._,. ...... ---......... Date: ._L 1 ._L f'HEET OF I AME AME PROPERTY LOCATION BUTTE COUNTY PROPERTY RECORD I PARCEL NUMBER Book Page Block Parcel Code ZONING Assessment Year 19 19 19 19 19 19 UTILITIES—SITE IMPS. Date b 4 1997 Electricity: Yes ❑ Telephone ❑ Appraiser 162 162 162 162 162 162 Gas: Public ❑ LPG ❑ None ❑ . Supp. Assessment Yes Q No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Sanitary Swr.: Public ❑ Indiv. U I Use Code 160 160 160 160 160 160 Storm Swr.: Public [j Naturol`I Transfer Code 124 % 124 % 124 % 124 % 124 % 124 Street: Conc.❑Asph. I_1, DirtE Gravel [i Acreage 178 178 178 178 178 178 Street Lights: Yes ❑ No ❑ Incomplete 163 P.U. 19 163 P.U. 19 163 P.U. 19 163 P.U. 19 163 P.U. 19 163 P.U. 19 C & G: Yes 0 No ❑ Building Class 167 r 6�" 167 167 1 167 167 1 167 Sidewalks: Yes ❑ No ❑ Bedrooms 168 r/L 168 168 168 168 168 SITE TOPOGRAPHY Baths 169 --!/ 169 169 169 169 169 LevelJ� Rolling L] Other Effective Year 1701��(A►7j[� 170 170 170 170 170 Slopes Up(_j Down S -S ❑ Area of Residence 171 171 171 171 171 171 At El Above ❑ Below El Grade Land Type 172 Lot❑Homesite❑ 172 Lot❑Homesite❑ 172 Lot❑Homesite❑ 172 Lot❑Homesite❑ 172 Lot❑hlomesite❑ 172 Lot❑Homesite❑ View L Of: Car Shelter 173 Yes ❑ No f�] 173 Yes ❑ No [ 173 Yes ❑ No ❑ 173 Yes ❑ No ❑ 173 Yes ❑ No ❑ 173 Yes ❑ No ❑ WATER Pool 174 Yes ❑ No ❑ 174 Yes ❑ No ❑ 174 Yes ❑ No ❑ 174 Yes ❑ No ❑ 174 Yes F1 No ❑ 174 Yes ❑ No ❑ Quantity: Quality: Public ❑ Well ❑ Ditch ❑^ Supplier Aerial Photo Year Topo Map Year Partial Complete % Complete % Complete % Complete % Complete % Complete % Complete P.P. Acct. Checked Yes ❑ No El Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ MARKET DATA Soil Name Index Acres Comparable 1 --- ----_- Comparable 2 ----- Comparable 3 Sale Date/Price PRIMARY BASE SECTION Base Year 140 ' 140 140 140 140 140 Event Date 186 Q i 186 186 186 186 186 Land 109 109 109 109 109 109 Avg. Soil Rating Improvements 110 110 110 110 110 - 110 LAND REMARKS: Trees and Vines 111 111 111 111 111 111 Personal Property 112 112 112 112 112 112 Keyed By: SECONDARY BASE SECTION Base Year 240 240 240 240 240 240 Event Date 286 286 286 286 286 286 Land 209 209 209 209 209 209 Improvements 210 210 210 210 210 210 Trees and Vines 211 211 211 211 211 211 ....--- Keyed By: --- -- - MOBILENOME BUILDING RECORD tin Mail Address PARCEL N0. &M —Dom'% SITUS 'MODEL TYPE Singla Wide �� Expando Double Wide Tag J Tr Wide LJ Other QUALITY CLASS YEAR. BUILT / Z ,, 7 rr ROOMS Descrip• tion FLOOR N0. OF MAT'L PLT. DESCRIPTION No. FIXT'S KITCHEN FEATURES L.F. Cabinets L.f. MANUF. /�%�j�� Counters C�-�j L.F. Remarks EXTERIOR ROOF STYLE SKIRTING Entry Garb. Disp. Dishwasher Hood -Fan Alum. Panels Arched Alum. Panels 22/111/_# Range -Oven Compactor Microwave Masonite Panels Flat Alum. Shiplop Living f Alum. Shiplap Siding Gable Masonite Dining SPECIAL INTERIOR FEATURES Decorative Stone Cut Up Fiberglass Family Other Pitch: L M H Brick or Stone Great Rm. Bar -Wet, Dr Hutch Bock Case Exp. Fasteners O'Hang Ft. Other Den Fireplace Cath. Ceiling Extra Bath WINDOWS ROOF COVER HEATING I _ .'.Minimum Goly. Iron Forced Air Bedroom Z SPECIAL EXTERIOR FEATURES Tract Size Enameled Steel Downflow Dress Rm. Window Awnings Shutters $hoke Roof Picture Asphalt Shgl. Upflow Bay Compo. Wall or Floor Both Slid Doors Gravel, Rock Other Bath ?i 2.1 N MOBILE HOME RATING (E.G.A.F Lin. Ft. Other Set-up for A/C Bath % INSULATION FOUNDATION COOLING Quality Condition Appearance Conform Locotio Floor R- Permanent Refrig. H.P. Kitchen Walls R• Piers Heat Pump Bonus Rm. PARK RATING (E.G.A.F.P.) Ceiling R• Tie Downs= Thru Wall Utility Overall Location General Recreation Appearance F cilities Overall Qual.ty Evop. Cool TOTALS CESIGN EFF. DEPR. SQ. FEET YEAR TYPE CLASS YR. TABLE MAIN IMP. R.C.N. R.C.N. MAIN IMP. TOTAL o ADDLDEPR. GOOD R.C.L.N.D. Type 1.Goodl R.C. L. D. C. APPRAISER DATE REVIEWED DATE CK 31 FEB L 4 19F9 19 19 19 19 UNIT UNIT AREA COST COST UNIT AREA COST COST UNIT AREA COST COST AREA UNIT UNIT COST COST AREA COST C057 Mobile Home Z Air Conditioning _ Evop. Cooler Dishwasher .. _ Bar Skirting Other TOTAL R.C.N. MAIN DAA Cir Corport/Porch Roof lHL "CATL^_ Porch Storage Shed SUB -TOTAL R.C.N. Deduct (Singlewidrs) -TOTAL R.C.N. -'F-,&SD AH 520-F FRONT 6.6-80 BUTTE COUNTY RESIDENTIAL PROPERTY RECORD A. P. N. '/1_ C\► rl� 1 ` SGL. PROPERTY LOCATION: _P� Book Page Parcel NAME: _ �� _ _ Al LAND VALUE COMPUTATION i NEIGHBORHOOD & SITE DESCRIPTION TRANSACTION RECORD USE TYPE LOCATION Date Price Seller & Buyer Source & Dote Single Appr. Width. Mod. Unit Site Total Year Area Fact. Value Vatue Value 6Peripheral Urban Suburban - Rural _L� __ _ `t_ ''� �/� Multi-Sgl. D Foothill Other [3/ .�B d _ Duplex _� a N —1 / �7f1 / k Apt. l -)y D-e,,,—.(o mc> Jo SHEET OF IMPROVEMENT MIX ?Z2 /�j Flat yJ� �7�t� 16o use Code: 6�7C%x�, Homogeneous (7PI Heterogeneous Court 161 Sales Area Code: Predominant Use: Res. Res,.lncome L� _ _ Motel 162 Appraiser No: _53 Com'1. � Indus. � Agri. � Pro(snl. � CONSTRUCTION RECORD Res. -Apt. CDU RATING 163 Incomplete, P.U. 19............ Permit App, 164 Zoning: — No. Item :�wer Amount Date Year Age Cond. Desir. Util. No. Units 165 Zoning Conformity: Yes No UTILITIES -SITE IMPTS, REMARKS 166 Use Conformity Yes (' No Ej Water: Public Well Ditch Electricity: Yes No 167 Bldg. Class: 168 BR: 1•0 ..2-[D -3Q 4 5p Gas: Public E) LPG ❑ None (r 169 Baths: Ip 2E) 3E] 1/2 ❑ '/q ❑ Sanitary Swr: Public ❑ Indiv. Storm Swr: Public Natural 170 Base Year: - Street: Conc. Asph. Dirt Ej Gravel 1z 171 Area: ' St. Lights: Yes No �i RCLND COMPUTATION 172 fond Type: Lot C) Acreage I C & G: Yes I.] No CLASS:1 173 Garage: Yes E] No Sdwlks: Yes No ® APPRAISER & DATE: 174 Pool: Yes El No Item Fact. Area Unit Cost Cost Unit Cost Cost Unit Cost Cost TREND First Floor SUMMARY �7— t X•' ,+ 7— ` Improving Stable Declining u Second Floor Assessment Year 19 7 19 -7q 19 7,f Appraiser 3 Ict 3 eoz / OCCUPANCY Owners f I Tenants O Mixed I] Gar. A D F DO1e 6 1 /y S-7 P-frt. R.C.N. MAINTENANCE P -rear R. C. L. N. D. /�VA E G © F, P P• Land Value �sJ 0� � p o O ' Patio Total Summation O Q ' /u ,p TRAVEL TIME & DISTANCE Comparable 1 _ or = L(r•(—r:,3— ,tee _ � Shopping: E G ® F P AC Comparable 2 L-01-03— 0 �a Schools: E G (� F P FP Comparable 3 W .0'3�f0 Core: E G ® F P Kit. Ext,& Listed Price - Plmbg. ExtrasF��FSale Data SITE TOPOGRAPHY Misc. ExAas TOTAL PROPERTY APPRAISAL _ Level ® Rolling '71 Other Flatwork I Land aO 00 7— At -,;o Above I 11 Below D Grade Improvements Slopes Up Down 1::) S•S � Total Property View �_ Secror ASSESSED VALUES R.C.N. Land LOT TYPE % Good Improvements I Corner E]Interior A Key [] []Cul-de-sac � R. C. L.N.9. Total Property Misc. R.C.L.N.D. Entered _ Total R.0 L.N.D. - s r s ��- FOUNDATION LIGHTING BUILT-INS FIREPLACE ROOM AND FINISH DETAIL :op:retc Raisadl few Pair Kitcken Fan lacoGon Room Fioan Watts — Ceif�nga 1 Caacrete low Arg, Ary. "! Hood, Metal Stone Story I 2 a CPI.k H..t Lina, S.R. P1. Pan S R PA Ac< E= Bmn :on<rala Slob btonv Good Ranoo arich Marble All pies Racees 270V Oren Railed Hearth Envy avdtilt Spot. Rhear_' Doublt Osam Wali Hot, flying I Elotlranic Oron Free Standing Dinino — BONE $TRUCT. HEATING Diawie R B 0 Neatllotar Fomily lid. Fr_ Ill., Forted Crl,ol SlidelftR O Flank She Het Kitchen - Stick ( - Adobe i _..__»_..a-.. Wail Gfa.ify Go. belie 04potol Dbl, Opening . Breakfast itoet Conc. Floor .......-._.... pe,irn. Dishwasher Fwo Story Badraoms _.,_ .. __..— —._.._ ....... ..... ..... .._,...._ _....., ..._,__........._..... Radian Gaffing Refeicerotor EXTERIOR Err,, afbd. infer<om GARAGE � facto Pane! Ga, 'Slat Beeahtoll Bar Attached Wily , ._....__ ........ .......... .....—,.. sar,r�ia Engrd�— P. P. ._....___»_. Yocue C_ieonar L Doio(htd -, ,;dig fhoao r As22ef,_...,. Ecano,t n Wet Bar Double KITCHEN DETAIL Cabinet• HM, O,P. Piywd. Mnfai SPt<. Nai, SfOincl '< ...,......._ ✓,', 8 ._.._.,..... Atvni. _.,_..._. 7't0 Y. 0utint ._.............- ---......_--------.... S.=spit. ..........._, .. ._ ._...........__ m ..._.._ D, 66. 8 Cab. 'oP TBe r- h5l;o Uno. Salosh R 8 G E G h f P _.._......._...... ..... COOLING _............ standar Corae,t — _- BATHDETAIL Well* t"' bds, _ aet.ig.� Cent,oi 850 Gar PO,t ........ _.... ..'-'_ Finlsh f•iafurts _...._-_-..._..._..................._......,......... Shower _ _._.-..,.. alk ... ._._...,.-.......J.-,.. Psttz,an� Mit, E� ao. _ .,......._._.,....,.II-_..... Roof ....... _....... _.... _... Desk Efe,t6c:lt Fit. No, float Wolif toil, i.a., tab 5t, O.t. G.D f.r. ish— .......,... ,.,..,......,._._.... Eng,d. .......,....___...,__ Watt ,.._ ,......._....-__...._...__._ ...,. .....,....,..,....,.T._........_. 0. H doa,Sst .,»....... _........... ............................_, _ ..,. .._,. .... _...,...._.... ......_ ....,. ..... WINDOWS Ecor.o, W!naf. demote Comm) Dr. i. H, Wood ,._....._......_ -_____.._ .................. ... ....I... .......... ..,_._.. finished _. ^.. •.„..._ .tail, .e Sieei Wtr. Hir Gals jj Finished MISCELLANEOUS STRUCTURES ,i dart Alum~ vrt, leodod APPRAISER St DATE: X4'3-)' II}�. _..._.,.-. ._..._,....._..- ..._.......,-..-......._.»_ ;tank Geerotsd .,...___»__ tram s fmn, ......_..._.__..... tis, _............_............ E L Int Raaf Act Site Si S.F. '; Gd. RCLN _. -,., .. .... ___. S'S.F; +(, Gd_ arlNo ��S.F ..._...... ....,. "r, GMd�.MWO� r-`:'_:_:' _ ROOF .able )with Gable _ . - _.- ............ ._. 110 TOTAL �� ted REMARKS: > CALCULATIONS: riot daagord .at.._.�_, .......... .». .............. _... .._........_...... Gln- Earns ... ._................. _..... _......_............................ _.__.._.._.._-.._.._......._........_....,._....,._._....__....._..... hinglt t hated ;ampo-Shinq€t gmpa•Rail ar ood Gra.al —..,.........._............... _......-......... ......._...._...._..,..»..._.-., ._. .._-_._ ....... .......... __.._. ... utsa}c E, 6n. 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SBE -ASD AH.530•F BACK 6.6.80 MISCELLANEOUS STRUCTURES ture Found. Floor Exterior Roof AREA COMPUTATIONS Main Areas I Other Areas Interior Date I Approis'er I MISCELLANEOUS INFORMATION MARKET DATA Date Appraiser I Remarks PERMIT DATA OWNER'S BUILDER'S NAME NAME Permit No. Date I Amount I Improvement me r- o�0 601 POSTING ONLY �. FEE ASSESSMENT gyp' ASSESSMENT ORIGINAL ASSESSMENT /� �• 0 va60I.d. 0 a k \ 3Y 04M _ SUPPLEMENTAL NO. MH/850 ACCT (SUPPS ONLY) ASSESSEE (AS OF EVENT DATE!) ARfIl-LO,(Q b 7e U AND ADDRESS CORRECT TAXABILITY CODE TO: CORRECT USE CODE TO: CORRECT/ADD SITUS TO: SUPPLEMENTAL? NO D CUNIENT NUMBER DATE DOCUMENT CODE O -PRIOR 121311_6&_APPEAL, ROLL CORRECTION, LATE PROP 58 PROP 8, PROP 60, CALAMITY, RE ALLOCATE BASE ETC COMNMNTS: CD TITLE Ito -ail NEW VALUE - NEW VALUE ADJ BASE VALUE ROLL ROLL VALUE ADDED VO1 MKT LAND V02 RST LAND VI I STR IMP r0 CoQ n V12 MKT GROW _ �Y { YID � 0 mg- VI m e g V13 REST GROW Yb , l l'tG) aAP ✓Y►�lGi%�iUVL V14 FIX L Uv,'\ vol Cw �/• 10 %pr cdd�t_g I V - .p, WI11 S'p_4'('( V21 PP OTHER L �'^ `►((1 Q r.� J�V, _'p V 41 HOMESITE _ V15 PROP 8 LND _ J V16 PROPS STR_ (up- (di �5 -`p �) � V17 PROPS GRW VZt �v ���/� '�11 cZiAc) e,{- vz VJ V 18 PROPS MH _ CUV� i� xUC t@ e Y��J.) '�� -7 E01 HOX TOTALS C) 5 S 00 NEW BASE OTHER BASE EVENT APPRAISAL APPRAISER APPRAISAL KEYED DATE YEARS Y/N DATE CODE I.D. DATE BY 12/31997 USE CODE DWELLING UNITS EFF YR YR BUILT CLASS SQ FT BDR BATH LAND TYPE L H A CAR COVER 1 2-3 4 C N POOL Y N FIRPL Y N FC HEAT Y N FC COOL Y N Building Permit N tuber: Owner Name: Ld Y, ri 1 U Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997'U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW a Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required - - -- -- ------ Note:-Ve will normally accept -the following —as--' ompliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and -air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on.opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit f automatic entry and exit of floodwater. Page 1 of 2 Building Permit Number: Owner Name: �G,lilrr j I l Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. RFire sprinklers are required in this structure. ElThe following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of _LO feet from the side,and _I t) feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of strictures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the. foundation to be designed by a California registered engineer or licensed architect.' Page 2 of 2 Jr OPT. FLIPPED UTILITY AND GUE5T BATH i OR DOORS OPT. 4th BEDROOM OPT. RETREAT �a3 x is a• to 5° x tr a _BATHS\/j UN I AUILDR IG ®EP/ O4MH r Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are n#qt totPe repr sentat d, i epinggVb Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated:'Syuare footage is measured from exterior wall to exterior_wall, and is an. approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. SU/17/MAR03 Exterior • Fiber cement siding built to resist weather ;damage • 2" x 4" exterior wall construction provides a sturdy frame • Transverse floors with 2" x 6", floor joists for better support Class "A"fire-rated, composition shingle roof for long - 'lasting, low maintenance performance • Vented roof cavity allows hot air and condensation to exhaust for improved energy efficiency • Inswing front entry door with deadbolt, peephole and brass knocker for your family's safety • Inswing rear door with deadbolt and window add natural light • Low -E coated dual paned vinyl framed windows for better energy efficiency • Porch lights at front and rear entries for your safety Interior • �" drywall tape`and texture in all areas (excluding closets) adds style to your interior • Standard 17 oz. carpet in all living and bedroom areas for high performance and low maintenance - 10001 nylon to prevent fuzzing and shedding Multi -colored dye technique minimizes tracking and spotting - Treated with StainTechl for easy cleaning • Glass ceiling fixtures brighten your home's interior • Vaulted ceiling throughout provides an open look and feel • White lined overhead cabinets for easy maintenance Arched top wood cabinet doors add quality and natural beauty to your kitchen and bathrooms • Metal mini -blinds in living and bedroom areas for your privacy • Hollow core closet doors are durable and provide convenient access Baths • Easy -care laminate countertop with hand laid, 4" ceramic file backsplash provides attractive color accent. • Recessed medicine cabinet provides convenient storage space in each.bath El" 2', T £tIR . . E; S -. r� . e • Master bath has a large one-piece oval tub/shower for a relaxing -bath or convenient shower • Guest bath has a one-piece 60" fiberglass tub/shower comfortable molded design and easy maintenance • Ceiling exhaust fan provides extra ventilation in each bath • Bank of three drawers in the master bath for handy storage • Extra large vanity mirrors with Hollywood lights in both bathrooms provide an expansive viewing area • Single lever sink faucets Kitchen • . Brand name appliances provide confidence and hassle -free service - 30" free-standing gas range - 14'cubic foot frost -free refrigerator • Single lever faucet with sprayer • Bank of 4 drawers provides convenient storage for your utensils Double cell porcelain sink adds flexibility in kitchen activities' • Congoleum® no -wax, vinyl flooring for easy care • Elegant crown molding provides a finishing touch to overhead cabinets • Choice selection of 4" ceramic tile backsplash provides attractive color accent • Wood self -edge provides a finished -look • Two pull-out pot and pan drawers provide easy roll out storage convenience Utility, Safety and Energy Features • Smoke detector(s) and built-in interior 100 AMP panel box for your safety and easy access • Shut-off valves at all plumbing fixtures for your' convenience Overhead utility shelf for,.added storage space Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.)' Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. ® 01996 • Zone II insulation package for energy efficiency, includes: white vinyl framed, dual -paned windows, R-22 ceiling, R-1 1wall, R-1 1 floor • 30 gallon gas water heater is efficient and requires low maintenance • Gas furnace provides name brand confidence and hassle -free service • Plumb/wire for washer and dryer provides convenient hook up Optional Features • Dishwasher and garbage disposal for quick and easy kitchen clean-up • Skylights of various sizes brighten any room • Refrigerator and range upgrades meet your culinary needs • Deluxe carpet selections for increased performance and beauty • h" rebond carpet pad extends the life of your carpet • Ceiling fan circulates air for a "spring breeze" feeling all year long • Rounded sheet rock comers in living areas soften your decor • Beautiful ash cabinet system with recessed panel arched top doors, ash face frames and adjustable overhead shelving add value and quality • Overhead utility cabinets expand your storage space • Recessed fluorescent lights give your kitchen a contemporary look • Sliding glass'. exterior door welcomes more natural light into your home • 40 gallon gas water heaters provide more hot water for your family's needs • Zone III insulation package to meet the needs of the climate where you live, includes: 2" x 6" exterior walls with R-33 ceiling, R-19 wall, R-22 floor insulation . FLEETWOOD® FLEETWOOD HOMES of CALIFORNIA, INC. a subsidiary of Fleetwood Enterprises, Inc. 18 N. Pioneer Avenue Woodland, CA 95776,4 , r (530) 662-3223 SU/17/APRo3 1. Owner's Name: 1 c - (,(Q I C) 2. Assessor's Parcel Number: C()h_ (doo-- 0,9 3. Installer's Name: x Il,l 1 -� k,(z::HM-Qs 4. Is the site currently under permit? Yes[ ] No[i/r ermit No. 5. Is the site an existing site? Yes[ No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? XW Amperes. 7. What is the mobilehome site circuit breaker rating? \40 Amperes. 8. What is the electrical rating of the mobilehome site? _'? --0-Q Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] Not',4 ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[` ] No[ ] If yes, please identify the load and size: . a) The mobile home site: Load- Amperes - b) The main service: Load- ...v r3 Ahnperes- \W 11. Type of gas service at mobilehome site: Natural[ ] Propane'['' ] None[ ) 12. Size of gas pipe at the mobilehome site from the meter or tank: _�'A y " inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? 412 14. What is the mobilehome gas demand? 'Pt B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION e 8.5 May 1995 Mobilehome Manufacturer: Ree:�kNyrAManufacture Year: DO If other than single wide, furnish Setup Model Number: Widthe 'j >/(ft.) Length: ' '�(ft.) Tagalong or Expando Size--fR��c On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[X] Other: SUPPORTS: Concrete block[) Other: Provide Tie Down Specifications for all Mobilehonles: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2 Line 2 ................................................................................................. -�........................................ Main Beams Line 2 .......................................... ine 2 Line I Line 3 Line 2 ................................................................................................ Main Beams ................................................................................................ Line 2 Line 1 ................................................. ----Line S Tag or Triple ine 4 1 Lille I I e Line 1 Piers: Line 1 Openings Size ninimum: t� x Size minimum: ] x ] Spacing maximum: 8' o Each side of openings From ends -maximum: 1 o with width over: Line 2 Piers: Line 4 Piers: Size minimum: [ jz ] x [Zy ]. Size minimum: Spacing maximum: (, O Spacing maximum: From ends -maximum: I o From ends -maximum: ` Line 3 Roof Loads: i) Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): dxlo `i x3o y �r3o z`1 x3e 3y' z" 54' io b'1 11, O VIJR'�° I U, O VIJR'�° I U, SUPPORT POST WOOD WEDGES CAP BLOCK \ �0 SUPPORT POST — SEE TABLES FOR CAPACITIES ` SEE TABLES FOR TO BE USED WITH: CAPACITIES 8' X 16' X 4' TRIPLE PAD 16" X 16' X 4' DOUBLE PAD Twin Concrete Block Piers At Mating Line Support Post SUPPORT POST 4 X 14 BEAM (SPF N2) 13,500 LBS. MAX. LOAD WOOD WEDGES CAP BLOCK TO BE USED WITH: L 8"X 16"X 4' TRIPLE PAD 16' X 16' X 4' DOUBLE PAD �• 16'X16"X4'QUAD PAD be: 2' X 12' X 24' DOUBLE PAD 0 SEE TABLES FOR CAPACITIES Twin Concrete Block Piers At Mating Line Support Post 8" x 16"x 4" CONCRETE PADS SOIL CAPACITY (PSF) 2 EACH TRIPLE PADS 1000 5200 1500 8000 2000 10,600 3000 15,500' 4000 15,500' SUPPORT POST 4 X 10 BEAM (SPF #2) 11,700 LBS. MAX. LOAD 4 X 12 BEAM (SPF 92) 15,500 LBS. MAX. LOAD WOOD WEDGES CAP BLOCK TO BE USED WITH: 8' X 16"X 4' TRIPLE PAD 16' X 16" X 4' DOUBLE PAD 2" X 12' X 24" DOUBLE PAD 4 X 14 BEAM (SPF #2) 13,500 LBS. MAX. LOAD TO BE USED WITH. 8' X 16"X 4' TRIPLE PAD 16' X 16' X 4' DOUBLE PAD 2' X 12' X 24" DOUBLE PAD SEE TABLES FOR CAPACITIES Twin Metal Piers At Mating Line Support Post 16" x 16" x 4" CONCRETE PADS 2 x 12 x 24" WOOD PADS SOIL CAPACITY (PSF) 2 EACH DOUBLE PADS 2 EACH QUAD PADS SOIL CAPACITY (PSF) 2 EACH DOUBLE PADS 1000 7000 14,000 1000 8000 1500 10,600 15,500' 1500 12,000 2000 14,200 15,500' 2,00.0 10,600 3000 15,500' 15,500' n x'300 + 13,500- 00 15,500' 15,500' 4Q00 13,500' I Or -'T- wre:12PooF?rrc: PiVi •f ( r-�-�If V le I ( LDADS, ftpftE •( �� ms's.! + Lr i �!! �' - - - - - f �'� I�I tCaJ I L•P�i cc PC �� Sa00 f 1 s-6- 31- cc 13r a 5w-r-� d OP•• %/ , 1 C!.�i!J�G.S2%11 L7'-rtF�'?G��♦ Ii :� iI t = �� I Sc00 2 25 cc I -,cy�� L.". �O+at�' i �V1P;" Z:�/ �` f rf �• I liii00�?. 3 ti 2C LIT1 LI .= Y j G"Mbl�c7 f iii 0000 1 4' I6'-4- �SD_zSC..-T1 32 r� er S+wc�-�� 1=__,�' •, --� , ;J I� aE , ';n dotes ' 2" onrirtg �� -+i j..j •., �•�:..�' S j -I 232-3. G�a7r - ILL.a. �a�, j" ,. 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The property is located on Orchard Blossom Lane 2, 200 feet north of Nord Highway, north Chico area. Should you have any -questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Roni Thornton Office Assistant II Enc. cc: Land Development Division (g) ;Building Division (y) Environmental Health (p) Department of Forestry (gld) Larry Painter ADMINISTRATIVE PERMIT for TEMPORARY MOBILE HOME TO: Emigdio and Guadalupe Carrillo FROM: Yvonne Christopher, Director - Development Services DATE: July 1, 2003 File# ADM 03-19 PURPOSE: Administrative Permit for Emigdio and Guadalupe Carrillo on APN# 006-660-018 for a temporary second dwelling to be located at Orchard Blossom Lane 2, 100 feet north of Nord Highway, north Chico area, on property zoned AR -2.5 (Agricultural - Residential, 2%2 -acre parcels). PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements: A mobile home certified under the 1974 National Mobile Home Construction and Safety Standards Act. Occupancy of the mobile home shall be limited to Maria Carrillo. An affidavit attesting to the relationship of the involved parties was submitted with the permit application. 2. No rent is to be charged to the occupant of the mobile home. The temporary mobile must meet the requirements of the Butte County Environmental Health Department for domestic water supply and sewage disposal. The granting of this permit does not remove the requirement of obtaining the appropriate permits from other Divisions, Departments, or Districts. 4. The siting of the mobile home shall be exempt from the site requirements of the residential zoning district, except as required by Butte County Code Chapter 24, and the Butte County Code Chapter 28A. The mobile home is declared to be a temporary use on the property, accessory to the primary unit, and shall not be placed on a permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. The permit shall be granted for a term of two years. Extensions of the term for the permit, not exceeding one year for each extension, may be granted if the application for the extension is filed, with the Planning Division, within 60 calendar days prior to the date of expiration. The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed within one hundred twenty (120) days after expiration of the Permit. If it is not removed within one hundred twenty (120) days, the County shall remove said mobile home and store it at the owner's expense. 8. The Permit may be revoked if any of the terms or conditions of the Permit are violated or if any acts or omissions of the permittee in connection with the use authorized by said Permit constitute a public nuisance. 9. The applicant must maintain a bond or deposit in the amount of $1,500 for a single -wide mobile home or $2,000 for a double -wide mobile home. Permittee Si ature Date -� J ep Baker ate lanning Manager �j " ,ems � O O•�-> �-�'.�-�..m � C .. A / % O Le:D 330 '00j"-?_G— ELECTRICAL, MECHANICAL, AND PLUMBING CONSTRUCTION ( NOT PLAN CHECKED 1 SHALLCOMPLY WITH CURRENT EDlTM OF NEC, UMC AND UPC. Existing Well Proposed 24'- 40'. G rage Proposed 766'8"- 266" O� Ho a m' vq LQ �� • I Existing 30' 9'- 22' To Be Removed Existing Existing Septic \ 20'-10' F/S Wood Awning 10' 110' ' Existing 60'- 24 Mobile Home Existing 39-10' 0 F/S Covered • Wood Deck ki ANNING DIVISI N - BUILDING PLAN APPROVAL Use: �k Date: e—tii, -!3 Parking: - Landscaping: Other Signature: 330 U) N NOTE: See the afteched RaakLws;� QOC1SU�'';`��1 RB Pages Existing 24'- 20' Barn 160' .......... . O � D -23V [' C 4� BUTTE COUM I v � Frud.and A , i� o °© P OP- , ` Tree 00 180300 600 MiTek® Re: CAPER CAPERILLO= MITCHELLS MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Trojan Truss Pages or sheets covered by this seal: R9745306 thruR9745307 My license renewal date for the state of California is June 30, 2005. o9' oOESsto, Mo. 0180 July 29 2003 Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSMI-1995 Sec. 2. a� CAPER I T1 I FINK .2-0-0 6-7-7 2.0.0 6-7.7 Ype 11 1 4.201 SR1 s Oct 17 2002 MiTek Ind 12-0-0 17.4-5 54.9 54-9 4x4 = 4 24.0-0 6-7-7 R9745306 2-0-0 Scale = 1:45.5 3x5 = W - 3x4 = 5x5 = a I� 0 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 2=1030/0-3-8, 6=1030/0-3-8 Max Horz 2=19(load case 5) Max Uplift 2=-320(load case 5), 6=-320(load case 61 Max Grav 2=1052(load case 2), 6=1052(load case 3) BRACING TOP CHORD Sheathed or 4-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE, FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=18, 2.3=-1984,3-4=.1785, 4-5=-1785, 5-6=-1984, 6-7=18 BOT CHORD 2-9=1876, 8-9=1295, 6-8=1876 WEBS 3-9=-329, 4-9=565, 4-8=565, 5-8=-329 NOTES OU " I 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, ®, Cf _ using 5.0 psf top chord dead load and 5.0on i h i f 00 sf bottom chord dead load, 1mi hurricane oceanline, p an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C At' 9 p 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist,�� i141I f LN they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 e 2) Design load is based on 20.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads OQ�(J�ESS/0 per Table No. 16-B, UBC -97. E) A plate rating reduction of 20% has been applied for the green lumber members. A� ANQ� 7) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 6. E) This truss has been designed with ANSIlTPI 1-1995 criteria. LOAD CASE(S) Standard C 17180 G � * EXP. 06IN105 * S� CIVIL P ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 9rFOFCA1.1F0� Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual July 29, 2003 building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance' regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 63719 MiTek Industries, Inc. B-0-0 B-0.0 8-" - 8.0.0 . Plate Offsets (X,Y): 18:0-2-8,0-3-41 LOADING (psf) SPACING 2-0-0 CSI 0.39 DEFL Vert(LL) in -0.14 floc) 8-9 I/deft >999 PLATES GRIP M1120 220/195 TCLL 20.0 Plates Increase 1.15 1.15 TC BC 0.59 Vert(TL) -0.29 8-9 >970 TCDL BCLL 10.0 0.0 Lumber Increase Rep Stress Incr YES WB 0.28 Horz(TL) 0.05 6 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 360 Weight: 94 Ib LUMBER TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 2=1030/0-3-8, 6=1030/0-3-8 Max Horz 2=19(load case 5) Max Uplift 2=-320(load case 5), 6=-320(load case 61 Max Grav 2=1052(load case 2), 6=1052(load case 3) BRACING TOP CHORD Sheathed or 4-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE, FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=18, 2.3=-1984,3-4=.1785, 4-5=-1785, 5-6=-1984, 6-7=18 BOT CHORD 2-9=1876, 8-9=1295, 6-8=1876 WEBS 3-9=-329, 4-9=565, 4-8=565, 5-8=-329 NOTES OU " I 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, ®, Cf _ using 5.0 psf top chord dead load and 5.0on i h i f 00 sf bottom chord dead load, 1mi hurricane oceanline, p an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C At' 9 p 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist,�� i141I f LN they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 e 2) Design load is based on 20.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads OQ�(J�ESS/0 per Table No. 16-B, UBC -97. E) A plate rating reduction of 20% has been applied for the green lumber members. A� ANQ� 7) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 6. E) This truss has been designed with ANSIlTPI 1-1995 criteria. LOAD CASE(S) Standard C 17180 G � * EXP. 06IN105 * S� CIVIL P ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 9rFOFCA1.1F0� Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual July 29, 2003 building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance' regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 63719 MiTek Industries, Inc. Symbols PLATE LOCATION AND ORIENTATION `Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. for 4 x 2 orleniaTlon, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. 0 O U CL O Numbering System J2 J3 J4 TOP CHORDS Jl J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 96-67 ICBO 3907, 4922 LATERAL BRACING SBCCI 9667,9432A Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur WISC/DILHR 960022-W, 970036-N NER 561 oure TE E -L 0 KI MiTek Engineering Reference Sheet: MII-7473 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. O = 4. Unless otherwise noted, locate chord splices U at 'A panel length (± 6" from adjacent joint.) O ~ 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15. Care should be exercised in handling, erection and installation of trusses. © 1993 MiTek® Holdings, Inc. IN. Job Truss Truss Type Qty Ply CAPERILLO-= MITCHELLS R9745307 CAPER T1GE FINK 2 1 (optional) BC 0.07 Vert(TL) 0.04 1-2 >647 2002 M'T k I d t ' Inc Mon Jul 2R 13.40.06 2003 Pace 1 TROJAN TRUSS, ORLAND CA 95963 4.201 on s Oct 17 i e n us nes, -2-0-0 12-0-0 _ 24-0-0 • t - z.0 -0 12 -o -o 12•0-0 3x4 = , z -0-o ' Scale = 1:45.5 3x4 = 33 U 31 3u ca co a - - -- -• -- TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTO§*FCHDRD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT. AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 24-0.0 240-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP 185/148 TCLL 20.0 Plates Increase 1.15 TC 0.28 Vert(LL) n/a - n/a M1120 TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vert(TL) 0.04 1-2 >647 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 18 n/4- BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 112 Ib LUMBER TOP CHORD 2 X 4 OF No. t&Btr-G BOT CHORD 2 X 4 OF No.1 &Btr-G OTHERS 2 X 4 HF Std BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2 = 286/24-0-0, 23 = 99/24-0-0, 18 = 286/24-0-0, 27 = 79/24-0-0, 26 = 79/24-0-0, 33 = 246/24-0-0, 32 = 35/24-0.0, 31 =114/24-0-0, 30 = 99/24-0-0, 29 =103/24-0-0, 28 = 69/24-0-0, 25 = 69/24-0-0, 24 =103/24-0-0, 22 =114/24-0-0, 21 = 35/24-0-0, 20 = 246/24-0-0 Max Horz 2=18(load case 5) Max Uplift 2=-168(load case 5), 23=-32(load case 6), 18=-171 (load case 6), 33=-17(load case 5), 32=-48(load case 5), 31=-25(foad case 5), 30=-32(load case 5), 29=-34(load case 5), 28=-26(load case 5), 25=-26(load case 6), 24=-340oad case 6), 22=-25(load case 6), 21=-48(load case 6), 20=-17(load case 6) Max Grav 2=367(load case 2), 23=113(load case 3), 18=367(load case 3), 27=91(load case 2), 26=91(load case 3), 33=255(load case 2), 32=54(load case 2), 31=126(load case 2), 30=113(load case 2), 29=117(load case 2), 28=78(load case 2), COON 25=78(load case 3), 24=117(load case 3), 22=126(load case 3), 21=54(load case '( c� A. 3), 20=255(load case 3) FORCES (lb) - First Load Case Only g �`����� TOP CHORD 1-2=37, 2-3=-48, 3-4=-33, 4-5=9, 5-6=-19, 6-7=-19, 7-8=-19, 8-9=-12, 9-10=-20, 4Je 10-11=-20, 11-12=-12, 12-13=-19, 13-14=-19, 14-15=-19, 15-16=-14, 16-17=-33, 17-18=-48, 18-19=37 BOT CHORD 2-33=6, 32-33=6, 31-32=6, 30-31 =6, 29-30=6, 28-29=6, 27-28=6, 26-27=6, 25-26=6; 24-25=6, 23-24=6, 22-23=6, 21-22=6, 20-21 =6, 18-20=6 ���s%Q WEBS 9-27=-61, 11-26=-61, 3-33=-194, 4-32=-29, 5-31 =-89, 6-30=-79, 7-29=-81, 8-28=-56, GQ G AN�Q(� 12-25=-56, 13-24=-81, 14-23=-79, 15-22=-89, 16-21 =-29, 17-20=-194 �Y NOTES 0 1FV a) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, /� Z using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on C 17180 5 an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE EXP. 06130/tis 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, * k they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 CIVIC Anti%MARFARWIeV rift' design parmnefers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 9rAZOFCAI.�F�4� Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual July 29, 2003 building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. ne Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 1 3/ 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. g C2 C3 J5 3. Place plates on each face of truss at each Q c, joint and embed fully. Avoid knots and wane �, 3 3 3 O 0 at joint locations. U �y U 4. Unless otherwise noted, locate chord splices CL at 'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 C7 C6 Q BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size, and 4 x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at,.� ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur.ii;liz s engineer. ig, MiTek® VM MM 15. Care should be exercised in handling, Egi erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. IA Job Truss Truss Type Qty Ply CAPERILLO-= MITCHELLS R9745307 CAPER T1GE FINK 2 1 (optional) 1— K11— I„I 2R VA -40 -OF; 2001 Pane 2 1tSVJHIV Inuoa, VnLNIVV c., avauo •--• _- --- - ---- - NOTES 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) All plates are 1x4 M1120 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live.load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) One RT7 LISP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2, 23, 18, 27, 26, 33, 32, 31, 30, 29, 28, 25, 24, 22, 21, and 20. 11 9) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. X rte Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ousllty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Im Plate Institute, 583 D'Onofrlo Drive, Madison, wi 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 1+_1,3/4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /g g c2 c3 JS 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane 3 O U 3:Lz. at joint locations. U ,,h U 4. Unless otherwise noted, locate chord splices 0. a at 1/4 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~I C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atM1 ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I III Ta 4 engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. 330 Existing Well LO ZV N N Proposed 658"- 268" Manufactured Home Existing 30' 9'- 22' Existing To Ba 24'- 20' Removed Barn 117 Existing Existing Septic \ 29-19 F/S Wood Awning 10' 110' 160' o; o: o; O O Existing \ 60'- 24' Existing O :Mobile Home 38'- 10' O N F/S Covered �� O Wood DeckO O Fruit and ` Oak Trees O o �k 0 -K Lw ,, 5 z 330 O= Tree 00 330 550 1100 Orchard Blossom Ln. ,1 Scale 1" = 55' i-� i � / j/^. O " L 3068 4X12 I G' � � r l i 40' .4' 5HEAR PANEL SEE DETAIL I i 24' * 1/2" REBAR 2 RUNS "GXGX lox 10REME5H " 12"X 1 2" FOOTING 4" THICK 5LAB SCALE: 1/4"= P-0" FLOOR FLAN 1/211 x 10". ANCHOR BOLTS G' O.C. W/ 2"X2"X3/ 1 G" SQ. WA5HER5, 12" ...FROM ENDS AND JOINTS OR USE 51MP50N-MA5 FOUNDATION ANCHORS. APPROVED Butte County Environmental Health .4' 5HEAR PANEL Date SEE DETAIL I bl l - signature I GX7 SECTIONAL DOOR — ig,, Y i - i iq" Y nHF- i _AF CLB 0 N v - 4' . G, Environmental Health J AUG 8 2003 3 16 10RC R BLOS OM LANE . u.. Ch'sc0, Californian•S ins Materials waren .., E C GAB ILL mia nil o> - _ l • I HA D S .O. Box 1038 Gridley, CA 95948-1038 C H I CO, CA (530) 846-4409 ;- N M e 3065 4X 12 im 4' BRACED WALL PANELS 5/1 G 5" o.c. HARDI BOARD 51DING TYP I(1� 4X 12 HDR 4030 4' G' ` 4' 5f PANEL J.SEE; DETAI,L�.1 24' * 112" REBAR 2 RUNS *GXGX 10X 10REME51-1 * 12" X 12" FOOTING " 4" THICK SLAB SCALE: 1/4"= P-01' FLOOR PLAN 1/211 x 10" ANCHOR BOLTS GO.C. W/ 2"X2"X3/ I G" 5Q. WA5HER5, 1 2" ..FROM ENDS AND JOINTS OR USE 51MP50N MA5 FOUNDATION ANCHORS. I�j�t�Cec� tl��kQ, 4' S1_PANEL I GX7 SECTIONAL DOOR 3 112" X 13 1/2" X DHF- I .8E GLB E.C. CABRILLO 131 G I ORCHARD 5LO550M LANE CHICO, CA A 03-Z3-79 BUTTE COUNI--y gUILDINO DERARTM' . A P P R 0 V F.sf OVERLAP T.P. @ CORNER5 2X4 TRIMMER TYP 2X4 P.T. 51 LL PLATE FIN. GRADE 4X 12 ��r 30 YEAR DIMENSIONAL ROOFING O/ -� 15# FELT O/ 7/1 G" OSB 2X BLOCKING 4X12 DBL. T.P. j-.,U,2X4@IGo,,O.C- 51DING NAILING: 8d HD GALV. 4" , 8" JOINTS, 12 FIELD 511EARWALL/ ROOF NAILING:...8d HD GALV. G"EDGE5, 12" FIELD TYPICAL 5ECTION fRAMING SCALE: 1/4"= 1' -.0" - CONCRETE '-0" CONCRETE FOUNDATION 2X4 @ I G" O.C. 2X4 P.T. 51 LL 1 2-0 X 10" FDT BOLT @ G" O.C. W/ 2" X 2" X 3/1 G" 5TL. WA5HER5 a d- � ' z Q VFILL #4 REBAR y Fc=2500 psi 2 MIN. UT I": COUN V f FOUNDATION DETAIL.40ILDING DEPARTMf" 5CALE: I"= 1'-0" 4 P P Ael ng Materials War. Box 1038CA 95948-1038 (530) 846-4409 ow 2X4 DBL TOP PLATE II II I II II I z II II I II 11 I 1 . ... _.. -' - -- 7/ 1 G 9tMA4 0513 PANEL ONE 51DE OF WALL TO ROOF SHEATHING j i j I I t'L-e,�Qo ty ` 0, c eld �a (I j 11 I VZ o C. 41'II 2X-4 STUDS @ I Gil O.C. 2X4 P.T. PLATE 12" X 12" FOOTING 112"0 FOUNDATION BOLTS 3EA. 1/2" REDAR 2 RUNS, )TTE COUN I t3L 1- 'Au-ILDING DEPARTME.", A 5— � L�HR ' aterlats vvcu ouse FBox 1038 eerCA 95948-1038 (59 46-4409 — c:5 SCALE: 1/2"=1' 2X4 OUT -RIGGERS Gl 03 A" /1 1'` -' II/1TLl 7/1 G" OSB SHEETING SIMPSON H2.5 OR EQ. CLIPS, AT EACH RAFTER TO TOP PLATE STAGGERED W/ 15# 3G" FELT 30 YEAR DIMENSIONAL ROOFING ROOF PLAN SCALE: 114"= P-0" j3UTTE DOUN I 4/12 PITCH gUILDING DEPARTMr 4 P P R 0 V I Ail v 1 all /`AGI C %1Z=KM RIGHT ELEVATION SCALE: 1/4"= P-0" BRACE WALL PANELS TO BE 5/1 G" 8" O.C. hARDl-BOARD 51DING BUTTE COUN 6 .* gUUILDING DEPARTW!" 4 P P R 0 V v f FRONT ELEVATION C�/"AI F. 1 //lig_ 11 n" ,; Materials warehouse %J.0. Box 1038 ey, CA 95948-1038 :(530) 846-4409 w 5/8 Z - II All v i nn O-wMl c %/=Lf -r LEFT ELEVATION SCALE: 1 /4 1'-01' REAR ELEVATION - - SCALE: 1/4"= I'-0" UTT a COUN I UIlLDING DEPARTMr- APPR01Vr bilding Materials Warehouse P.O. Box 1038 ley, CA 95948-1038 (530) 846-4409