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033-083-001
RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 28 -Qct -2003 2003-0075428 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. GEORGE PRICE AND JEWEL PRICE BUTTE COUNTY BUILDING DMSION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 175 LAKELAND BLVD 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS OROVILLE BUTTE CA 95966 OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP - 03- 64 530 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT G PERMIT NO. NE ER OROVMLE BUTTE CA 95965 % � CITY COUNTY STATE, ZIP 'SIGNATURE OF LOCAL AGEN 0 DATE SAME SKYCREST ENTERPRISES UNIT OWNER (if also property owner, write "SAME') DEALER NAME (if not a dealer sale, write 'NONE) SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION 91265 DEALER LICENSE NO. SKYLINE 2003 WOODFIELD P202 CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 17-70-0273-S-A/B 52'x26' ULI 550656/7 SERIAL. NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION �� ASSESSOR'S PARCEL NUMBER AP # 033-083-001 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. .08/29/03 11:49 FAX 530 533 1589 BIDWELL TITLE OROVILLE fa002 Order No. BU-2I23I9-3 TCB Description The land referred to -herein is situated in the State of California,. County of lButte,;: and as described as follows: LOTS 4 AND S IN BLOCK 50, ACCORDING TO THAT CERTAIN MAP ENTrrLED, ..MAP, OF WES'T'ERN PACIFIC ADDITION TO OROVuLE, BUTM COUNTY, CALIF. WFHICFi MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, NOVEMBER 14, 1905, IN BOOK "4" OF MAPS, AT PAGE 16. AFN 033-083.001-000 FOUNDATION -SYSTEM " "Y""�t- i r3S - z � +n e,a3i'F*T ,.ti t'•t •'; c „�, L+a� t °' c • -�.'. � � �d'�' "' �1,sr:,;- � P.''ti; 'y '..,."N-.': CDUOC,CUPA, $ � ��� BUILDING PERMIT NUMBER: 03-2664 Address or location of unit: 251 FERNWOOD AVE., OROVILLE CA 95965 Legal Description of Real Property: AP # 033-083-001 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: GEORGE PRICE AND JEWEL PRICE Owner's address: 175 LAKELAND BLVD., OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: ULI 550656/7 SERIAL NUMBER OR V.I.N.: 17-70-0273-S-A/B MANUFACTURER'S NAME: SKYLINE OFFICIAL APPROVING INSTALLATION: DATE: PHONE: 530 538-7541 H.C.D. 513C 10/07/2003 06:24 5303429174 CHICO BLDG SYSTEMS PAGE 02 :n.:. •.:...:' -NtQF .....:.:,..::: •...:...-:••:::::••:: •:•_:•:.:::... SfATE•CAl1FORk1A'-... .. •• .. NUMBER; UM , BU61NE66. TRANIFORTATION.A[Vf7,►TGU$ING AGENGT DEPARTMENT OF HOUBIN'q AN15, COMMUNIV DEVELOPMENT i • -" • } � � �� � � _ � � � DIVISION bF CdDES ANO STANDARDS � • :• _. MANUFACTUREDHOUSINGPROGRAM . MANUFACTURER CERTIFICATE OF ORIGIN pr l W.. ❑ CHECK IPTH161S A DUPLICATE.MCO-ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING SFO (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING NUMBER OF 2 TRANSPORTABLE SECTIONS C=OMMERCIAL COACH: . OCCUPANCY GROUP ' MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: SKYLINE HOMES INC 90002 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: 1720 EAST BEAMER STREET WOODLAND CA 95776 $ 67,113.45 sheet(city) state(zip) MANUFACTURER TRADE NAME: MODEL NAME ANO/OR NUMBER: DATE OF MANUFACTURE: WOODFIELD ° P202—CT 9/30/2003 NAM 'OF DEALeR 09 TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OFTRANSFER: TRANSFEREE OESIGNATION: ...... .. SKYCRESx ENTERPR.ISE,S/COUSII4 GARY'S HOMES 10/212003"-' 91265 DEALER OR TRANSFEREE ADDRESS: 68 HWY 99 CSI ICO CA 95973 sLt state (zip) INVENTORY CREDITOR NAME: TEXTRON' FINANCIAL 'CORP INVENTORY CREDITOR ADDRESS: '1 SOhdAO1�tE SUZTE 60'0 . ' ScT •LOUIS MO 63105 6�7 sine (ZIP) SECTION MANUFACTURER SERIAL NUMBER NCO INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT INCHES INCHES (POUNDS) 1• .17770-0273-S—B. ULI 550656 624 156 19,447 .--':'2 " " 1'7-70-0273-8—A ULI 550657 624 156 20,727 TRANSPORTER NAME: D 6 R TRANPROT TRANSPORTER ADDRESS; P.O. BOX 179 DURHAM CA 95938 ebooi(CRY) Btwte z DESTINATION FOR UNIT DESCRIBED ABOVE: ' COUSIN GARY'S HOMES(,,,,)13468 HWY 99 CHICO CA 95973 E Ca sle(e r I Gerdy wutw penetty Of pe fluty under the 1&" CO UM Stele of C"n is 61x1 the above 14108 ae bus ad dined. 10/2/2003 WOODLAND YOLO CA E�moAee an ( se) �t (cay) (County) (stale) SIGNATURE OF AUT14ORIZED AGENT: Dt$TRIBUT)ON: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR. UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOK 1826. SACRAMENTO. CA 85812-1628. WITHIN FNE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 IGOLOENROD) TO BE RETAINED BY TME MANUFACTURER. N 08/29/03 11:48 FAX 530 533 1589 BIDWELL TITLE OROVILLE Z001 RECORDING RBQt7E,QTEb BY IIID VALLEY Tl-rLS & BSCROW Co. � ��:� � ®���► AND WMN RECORDED MAIL To, 5 OBORGE PRICE, TRUS'T'EE � 7 c Recorded FEE OfF3cia2 R@Qurd, I JEWEL PRICE, TRUSTEE f I RAX 5 C--fM M1 L� A 4, % 6 %j ry��,�Cou�yO OMC.E T. SRLMN t 1 C,20 v i 1{ CA '751U& Recorder ROMRRRY DIQ{SM 1 09sistam d Barbara 9 i3 I Page 1 of 2 A.P.N. c33.os3•001 � Spaco Abovc This Line for Recorder -s Use Only Order No.: ORO/C BsCrSow No.: 21231910 GRANT OEE® THE UNDQUICNED GRANTOR(s) PECLARE(s) THAT DOCUMEN-rARy TRANSF$R TAX 1S: COUNTY 2- �X) computed on full vtzlue o%property conveyed, or I t> ftp a� ue less vsiae of diens oz encumbrances remaining at ule of 8ai C 7 Cityof _, and e, POR A VALUABLE C'ON'SIDERATION, Receipt of which is be acdveowledged, WEST COAST TRAILER SAL" CONWAA,I, , A DZSSOLVEA CALIFORNIA CORPORATIpN hereby GRANT(S) to GEORGE PRICE AND JEWEL PR CE. TRUST 0]F TUE PRICE FAMYLY TRUST the following described property in the City of UNXNCO)RPORATED AREA, County of Battte State of CelifQraia; SEE ATTACIM LEGrAL I)ESC'BTIJON QST AS TRAILER SALES CO- ANY RLY DJ V Sr DOcwttent ate- A S 2003 STATE OF G1L O TIA @ ; COUNTY orAS On boors ,ne, Q persoralt appeared iru ont Gro ackoowded r 90 v to me v ate basis of sati6tactory evidence) to be the the insay� the peesonf or the e� ac be�sAeA�wp executed the Qa= in, ° whosc nax(10 is/ar46yabseribed to die within �3 Won betealf of V tach the perso, j acaea, cxeeutad the (ne �n�iF 1 end that by hwr/,yed&,gjigna� WrM&'94 JnY bead and offuW seal, Signature 'this area for official notarial seal, CJACQEt01RSE6Rt1GUA90wetcCO 1�Y 190N, i Mail Tax Statements to: SAME AS ABOVE. or Address Noted Below 08/29/03 11:49 FAX 530 533 1589 BIIWELL TITLE OROVILLE 0 002 Order No. BU -2123I9-3 KB Description The Mand ref=ed to -herein is situated in the State of Californfa,• Cowry of JButte,;,and ss described as follows: LOTS 4 AND 5 IN BLOCK 50, ACCORDING TO THAT CERTAIN MAP ENTITLED,--MAp.OF WESTERN PACII! IC ADDITION TO OROViLLJE, BUT'T`E COUNTY, CALIF." , WHICH MAW WAS FTL . Irl' THE OFFgCE OF THE RECORDERTTE OF THE COUNTY OF BU, STATE OF CALIFORNIA, NOVEMBER I4, 1905, IN BOOK "4" OF MAPS, AT PAGE 16. APN 033-083-001-000 STATE OF CALIFORNIA ' ; *ENT at BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS` REGISTRATION AND TITLING PROGRAM STATEMENT OF FACTS This unit is a: 0 Mobilehome 0 Commercial Coach E-1 Floating Home 0 Truck Camper Decal (License) No -(s) Trade Name Serial No.(s) W�td7j' ed y� o� <2 I/We, the undersigned, hereby state: 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. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on at (bate) (City) (State) Printed name(s) Ci State ......... ........ .... NOTES I RESIDENTIAL 033-0083-001 PRICE, GEORGE. 4 03-2664 PERMIT NO. _.. _ _ _ + Os FERNWOOD AVE, OROVILLE COW: SKYCREST ENT NEW MH PERM FND "i','HE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS EtEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). DISPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 0 /- / S� 0 " -/-- 7 CHECKED BY OFFICE COPY JOB FINALED (Date) Signature -- J = OK, 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soil • Special MH Support Sketch Ae-Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sket 5. Electricity; Location-Clearances-Grnd5,7 m -Concrete Electricity; Location-Clearances-Grn�m -Concrete / . Location -Test -Wrap;-/" L 'ft. / /'Nat. or 12AI" L "ft./ ��/' LPG & Disconnect 8. Utility Clearance Date /,> p Date and B-1 Date Card B-1 Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Flans) 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- Regu lator-Conoector 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 PERM NT END SYSTEM (ONLY) Electric - oning Requirements -Setbacks -Easements Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 2:- Foo�ngs; Size- acing -Marriage Line Siding; Nailing -Veneer -Stucco -Mesh oc ' g Roof; Shthg-Roofing 4. s; I I errand -Valve Ext.; Steps -Doors -Landings Electricity; MH Test Braced Wall Panels ; RDate 6. Water; MH Test Card B-1 Date Card B-1 Date AwoWaVgrancl Sewer Connected Card'B-1 Date Card B-1 Date as and Electricity Tagged s ,W ense Decals 1. . Verify #'s with Office 2. Soils; Compaction -Structure Stability Date Date � Q Card B-1 Date Card B-1 Date Card B-1 Card B-1 4. Elec.; Receptacles and Lighting, Distance-GFI MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1 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-Con nectors Shthg-Frg-Bracing 9. Health Department Approval j 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card 13-1 Date Card B-1 Date Card B-1 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 ; RDate Card B-1 Date Card B-1 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 j 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card 13-1 Date Card B-1 Date Card B-1 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-Blockouts-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 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 ❑ 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- Purl in -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 ❑ Yes 83. Following Instld./Drive O Yes D No/Walks O Yes O No/Planters ❑ 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: A COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Dri . ve Ciroville, CA - (530) 538-f541 CORRECTION NOTICE OWN E R 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. 4n Date hz.//�`5, Inspector REV 10/92 (Rev:12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIONV� 7 County Center.Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT , UMBER ZONINO ASSESSOR PARCEL NUMBER 033-083-001 AR. I BUILDING MIT OWNER GEORGE & JEWEL PRICE TELEPHONE 534-0659 SO. FT. OCC. BUILDING VALUATION 1352 @54 73 008.00 .OWNERS MAILING ADDRESS 175 LAKELAND BLVD ORO ILLE 5966 CONTRACTOR'S NAME SKYCREST ENTERPRISES TELEPHONE 342-2694 CONTRACTOR'S MAILING ADDRESS 13468 MY 99 E CHICO 95973 CONSTRUCTION LENDER , LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 261.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 23.00 BUILDING FERNWOOD AVE OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 30 .25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ . Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MH PERM FMN Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 15 00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800VMain Service zaOA OR LESS 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 ' n u .fo a and effect. iJ License Class Lic. No. �� ` 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 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. O!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' �pr�pen tion insurrUce carrier and policy number are: Carrier Policy Number /rte '� (The above sections need not be completed 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' compensation rovisions of section 3700 of the Labor Code, I shall forthwith comply with th se provisions. Date Si u of Applicant - Owne ❑Contractor ❑ Agent SHA permit is required for ex vations over 60" deep and demolition or construction structures over 3 stories in height. a Main Service zooA ro ,000A 46.00 NEW CONST. DW EWNG OCCUP. OR ADDNS. a ACC. S. SO 3.5¢x; NpI,}pO�,p MULTI.0C%C—. 97,50 POWER APPARATUS a SINGLE OUTLET CIR. OUTLET OR FD(TURES Ex. Occup. aAL .so Ex. Occup. OuT>FrsPRE�sID)FR.A 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ 66.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi= $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 435.25 HA D. F I FLo coF c Po This permit is hereby Issued under Butte County Code and/or ted above for which fees have rBy PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 0 Date NIM Receipt No. WHITE-D.D.S.-B.D. CANARY -ASS SS NK -INSPECTOR GOLDEN R .APPLICANT u 01 COUNTY OF BUT'�E•-DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 kone (530)5384541 Fax (530)538-2140 PERMIT APPLICATIPNJ)ATA SHEET + OWNER: ""� ASSESSOR PARCEL NUMBER Proposed Building Use: Pxyy)"Counter Technician: Date: Q Items required in order to apply for a pe it. All b xes MUST be checked OR mairjed NA in order to apply. �•?1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. rQ 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 desig and supporting documentation in duplicate. �- ❑ 6. Manufactured homes: Data sheets and installation instructions,4) Marriage line information, ( loor Plane -Tie Adown or foundation plans, all in duplicate. ❑ T. 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 b tengineer: 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 ................................ f ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached' Accessory Building Form filled out by the owner ..................................... ❑, 12. Hazardous Mater' For ............................................................................. 3. Other Remaining items needed to issue the permit. (May require additionajplaeview upon receipt of the f Ilowwiing.ite/m- s.) Fees as shown on the attached Schedule of Fees Due Sheet.... .............................. of Intent for Non -heated and A/C Buildings..........................................:tement ' tion and plot plan approval from the Environmental Health Department in 1 City of Chico Plumbing permit ................................................... 111. California Department of Forestry plan approval Elpaid. Sent by: �� b........ . .4� r 19. Planning approval for (A) Use: UK (B)Parking: (C) Pdreel Check: C) ❑ 20 ontact Land Development about ❑ Improvements, ❑ Drainage ............................... 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ' ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:............................... UA2ecorrdeducopy Owne-Bilder Verification (CI Given to owner, ❑ Mailed to owner) ..................... LetterofSgnature authorization.................................................................... of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. IthZer: 'sting violatiWand/or expired permits ........................................... ❑ 30.rant Deed,.H. Title/S Letter from Legal Owner heck to H.C.D. $ C331. r When issued -Telephone and hold for pickup. I have been informed of the above itemsf nd requirements/for obtaining a building permit. 1. Index permit application for the above iteiiSs numbered: Plan Check Letter 2. Additiotk items required Contractor, design , owne was advised of the above data by pho e, ❑ m`a ❑counter, by _Date: -JS-j� 3 Contractor, design owner, was advised of the ab ve data by ❑ phone, ❑ mail, ❑ o t y Date: Plans reviewed by:C, Date:. Plans approved by: Date: �. . . Structural reviewed by: :pate: Structural approve&by: Date: Note transfer by: Date: Yellow: Building Division OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES AP #NJ�•OO�O�/ PROPROSED BUILDING S� JJ Y'n 1. BUILDING PERMIT FEES --- Balance Due .................'.... $ --- Additional Fees Due........1 $ i R i ' AD] Ch kin F $ DATE 03 RECEIPT # DATE REC. K01 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) v j i , 3. SHERIFF FEES (paid at Building Division) Residential............ IX $360.00 =$- Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. i Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE3M $89.00 (paid at Building Division) 9-,), 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking p cess. APPLICANT DATE Pursuant to ov ment Code Section 66020, you are reby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You ., have 90.days om the -date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant ! Pink -Owner (rev. 2/2003) i� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95,965 • Telephone (530) 538-7(Rev, 12/96) (k)--12 a o.1APPLICATION AND-PERNT . ASG6iON Vd.ilf�x.unm �� ,fl (&� S _ KYCREST ENTERPRISES M11.l1Np AooRcsa HWY 99 �,,,—„a,�EA H/C0 CA S IENDD79 M.Jia+o �� �C+YrEC"T Oa LNUINEER Qf AROfrXcT OR D+OWM'V MAAJNO AD OPZ" c L T YUJJONBION9 ` S 232.Y� � Ll -1 ZP W�g7-�-4� �4C1H �USE:OFSTRUCTURE SF O Duplex O Mobllehhomme �Other TYPE OF WORK New O Addition O Remodel O Ufliitias 0 'Instaliat Describe Work: I —),I _ / n n 11.. /, BUILDING PERMIT OCC. I BUILDING 't Me NO Fireplace Total Valuation b ao. Filing Fee S 20.00 Permit Fee Plan Checkin Fee a Energy Plan Checking Fee b V IS PERMIT FEE S Q PLUMBING PERMIT Filing Fee 20.00 Each TrapI 7.00 Solar or heat pump water heater 23.00 Water piping I t 5.001 Each as water heater or vent [7175.00T GasI In stem 1 - 5 outlets 1 5.00 / g Buildingsewer 15.00 Mobile Homs S G W I 920.00 AMOUNT ECEIVED $ Q41 *RECEIPT NUMBER *TO BE PUT INTO COMPUTER --- _ 1 6.50 1 ventilation T— PERMIT FEE . $ Mobile Home Installation Fee I b Entergy Inspection Fee 5 occ OONGT. TYPO TO AL EES i NAZ. IM IM O Cir P' . r,0 es of This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which tees have Deer, paid By Date PERMIT EXPIRES ON PERMIT FEE ELECTRICAL PERMIT of S vowEn ArvARAruI �— Fling Fee 20.00 ; Main Service ( e00v OR LESS I — 20CA OR IF— I I 23.00 1 Main Service ( sou To roou ) 46.00 OR ADDNB. OWD1YJOOCCUP. ACC. BLDG. Mobile Hm$ 3.5¢x°. NON•REi1O 1JULTFOUrLrT 20.00 I�C� 1 _ SHERIFF: $� AMOUNT ECEIVED $ Q41 *RECEIPT NUMBER *TO BE PUT INTO COMPUTER --- _ 1 6.50 1 ventilation T— PERMIT FEE . $ Mobile Home Installation Fee I b Entergy Inspection Fee 5 occ OONGT. TYPO TO AL EES i NAZ. IM IM O Cir P' . r,0 es of This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which tees have Deer, paid By Date PERMIT EXPIRES ON 97.50 of S vowEn ArvARAruI i d` *PERMIT $ �� EX. OCCu OUTUT OR FanURES I ® Ex. Occ a� ..- TemorarService 5.00 23.00 n SRiI1 Mobile Hm$ 20.00 I�C� 1 _ SHERIFF: $� Mlac. Wirin I — PERMIT FEE S 23.00 MECHANICAL PERMIT Filing Foe 20.00 OTHER $ Heating Coolln AMOUNT ECEIVED $ Q41 *RECEIPT NUMBER *TO BE PUT INTO COMPUTER --- _ 1 6.50 1 ventilation T— PERMIT FEE . $ Mobile Home Installation Fee I b Entergy Inspection Fee 5 occ OONGT. TYPO TO AL EES i NAZ. IM IM O Cir P' . r,0 es of This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which tees have Deer, paid By Date PERMIT EXPIRES ON l' y BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM' (One form per Building) School District �/ r Vy (►`�� Building Department No. A.P. Number U �- �j 6 5 v U I Jurisdiction: City County Property Owner ll Property Location/Address Subdivision a Lot No. t t.................................................................................................................. Residential Development . , Sq. Footage No'of Living MleHome Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection)' ................................................................................................................... Commercial/Industrial Sq. Footage New Addition (Including Exterior n- Roofed -AR as) Building Department Representativ,'e Date moor rians reviewea oy acnooi uistnci rersonneii District Identification No. (04A 3 A. k2. t ce .w. School District certifies that (Applicant) ao d k -e J , (Street°AddressY (Phone Number), mow. A (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing , ' 35 Z square feet. l School District Paid by Check # Remarks.. !I 2Q O t --a ,2 • (' O by payment of .$ 2 .r 15 3 JFB 2926 $ FULL MITIGATION $ i Date r 2�__ .fit 03-1' i N� k, Notice: You may protest the imposition of the fees identified above by submitting a written protest to'the District m compliance with: Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a�timely'written°protest:twill prohibit \ you from challenging the imposition of the fees in any court action. a - �' •"� `' °`" -"� If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is \ notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), 1 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 ii I National Pollutant Discharge Elimination'System (NPDES) Phase II & SWPPP Non-Certification for Project # for Butte County Storm Water Permit Compliance C/ WV1 7 By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan r ' d y' SITE PLAN REVIEW APPLICATION • it Date: f= s __ Z Od AP# 04'3 —0 0 7 Permit Number (if app➢icable �_ , c r o3 APPLICANT INFORMATION Parcel Size: X /j d Owners Name: 9 Owners Address: Z�v Telephone No.: 91 - Situs Address: Proposed Use• if Residential ❑ New Single Family Residential ❑ Single Family Addition . Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family it Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial i, . ❑ Industrial Addition Other Septic Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): rs ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) C4. ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved B Y - Date Page 1 of 5 W 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) 11 SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See !2ed) • Flood Zone: • Flood Panel No.: © 7 S' C Index Date: 6 �' g —� g ❑ 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 - R Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side �O Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees Amount Formula ❑ Fire . • ❑ School* ❑ Parks/Recreation ❑ Roads i ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ----------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ .North Oroville Area ❑ Other (per map) ,1 * 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 County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger i ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ---------------------------------------------- ---- — ---------------------------------------------------------------------- Page -------I------=--------------------------------------------- Page 3 of 5 is Subdivision Map/Parcel Map: 'wg S jt!�q �j Map Date of Recording: I) -I y -19 0 S - 6::Z, L—IZ S b As b,. e Lot: L 01 CIF Book: 1"' Page: U • ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approvah ❑ Meet the Fire Safe Regulations of Butte County and P.RC. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control PV 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. Page 4 of 5 Summary of Specific Requirements: This information provided in thi.: summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center DriveOroville, California 95965 • Telephone (530) 538-754y'�� J �NO/k. (Rev. 12/96) APPLICATION AND PERMIT tt// �/��U ASSESSOR PARCEL NUMBER 033-083-001 ZONING A -R BUILDING PERMIT OWNER GEORGE PRICE TELEPHONE SO, FT, OCC. BUILDING VALUATION 108 @13 1404.00 . OWNERS MAILING ADDRESS 251 FERNWOOD OROVILLE CONTRACTOR'S NAME SKYCREST ENTERPRISES TELEPHONE 342-2694 CONTRACTORS MAILING ADDRESS 13468 WY 99 E CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ .00 BUILDING ADDRESS 251 Energy Plan Checking Fee $ PERMIT FEE $ 78.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other 9X12 AWNING 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 ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 9X12 METAL AWNING 10# SPA # 21-121 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A 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 i jn f ce and effect. /� �- License Class Lic. No. 9,/ 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 ,IIIA 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( a Acc, sLAs. sD 3.5¢FT: g61pT. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU . OUTLET OR FIXTURES 20 @''50 BAL @ .50 Ex. Occup. DUTLETS °EA PM 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' ti ins nce cetrrier and policy number are: Carrier n� � Policy Number I �� (The above sections need not be completed 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' compensation 'provisions of section 3700 of the Labor Code, I shall rthwith comply with th se provisions. X Date ���,�CO '`% Si at a of Applicant - Own ❑ Contractor Agent n OSHA permit is required for ex vat i ov r and demolition or construction s ructures r ' ht. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT F E $ 78.00 HAZ. D. FEES IM CDF PARC PD HD SU This permit is hereby Issued der of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date. �3 to Receipt No. WHITE-D.D.S.- .D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTT` -DEPARTMENT OFi L N SE VICES- UILDING DIVISION ay 90 7 County Cen>rr Drive, Oroville, CA .5 ,65 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION�ATA SHEET OWNER: ASSESSOR PARCEL NU ER ✓ �- �� (J`-� PA'oposed Building Use: -sur 1 Counter Technician:`�. Date: 3 Its required in order to apply for a permit. All boxes MUST be checked OR marked NA in rder o apply. . Site plans, 3 or 4 sets, signed by the reparer of the plans. _ Mingineered omplete plans, 3 or 4 sets, signed by the preparer of the plans. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 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 talcs 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate.. ❑ 9. Site plan and business license approval from the City of Biggs...... ❑ 10. Letter of intent for non-residential buildings ............................... ❑ 11. Detached Accessory Building Form filled out by the owner........ ❑ 12. Hazardous Material Form ...................................................... ❑ 13. Fire Sprinklers.................................................................... ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner ❑ 15. Other Date Received By ...................... Sent by Remaining items needed to issue the permi':. (May require additional plan review u on receipt of the following items.) ❑ 16. Fees as shown on the attached Schedl. le of Fees Due Sheet ............................ ......... M7. Statement of Intent for Non -heated and A/C Buildings ..................................... 0 8. Sanitation and site plan approval from be Environmental Health Department in ❑ 19. City of Chico Plumbing permit............_.......................................................... ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... c ❑ 21. Planning approval for (A) Use: (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 ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to cwner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization ...................................................... !............. ❑ 30. Recorded copy of Agricultural Acknowledgment Statement ...........................:........ ❑ 31. Manufactured home utility clearance....._........................................................ ❑ 32. Existing violations and/or expired permit:......................................................... ❑ 33. ❑ Giant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone and hold for pickup. of the abov�-items and requirements for obtaining a building permit. Date: 1, Index permit application for the abov ems numbered: Plan Check Letter ontoLitems required ' ` signer, owner, was advised of the above data by phone, ❑mail, ❑counter, by Date: I) �.� b 3 pn ractor, designer, owner, w s advised of the above data ❑phone, ❑mail, ❑coun e b Date: Plans reviewed by: Date: i .cS' Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Z-03 mzr 03-3S83 TO: Building Department 3:9PEK FROM: Environmental Health SUBJECT: Sanitation Clearance L /t LI Owner Location Plan Approved for: Sewage Dispo Clearance for dwelling. Other Hold final for: Final clearance O.K. for: I NOTE: E.k4--,U "Oil T Rat Plan An schocL N Flow Man Attachad Sent to G.D. LL—i AP# Water Supply: Public Private Wel�� 2o Environmental Health pecialist Date 8/96 ev 12g6) ASSESSOR PARCEL OWNER'S MAILING_ COUNTY OF BUTTF, - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 p` APPLICATION AND PERMIT CJ NLIL.BWO —,o O 3 _Qty BUILDING PERMIT so, FT. :.ONSTRUCTION LENDER - - - s MAILING ADDRESS - Fireplace Total Valuation $ CM CT OR ENGINEER LICENSE NO. Filing Fee $ 20../00 Cr OR ENGINM S WILING ADDRESS 4Di G ADORES$ Z Permit Fee w Plan Checkina Fee Energy Plan Checking Fee $ S $ " I , - PERMIT FEE PLUMBING PERMIT $ $ Fling Fee 20.00 T SUtiDNISIDNS NAME PARCEL MAP USEOFSTRUCTIJRE C� SF ❑ Duplex ❑ Mobilehome ❑ Other / SC SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping - 15.00 TYPE OF WORD( New ❑ Addition ❑ Remodel ❑ Utilities ❑ Instanation ❑ Other ts---- Describe Work: f L(I /f �-)/) ` /Z? Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Flln Fee 20.00 0v oR LESS Main Service a0 200A OR 1E86 23.00 ' *PERMIT ��j/f �'- SRA $ Main Service 2WA TO 10Wo 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. A ACC. BLDS. 3. SQFT. NON•RESID. MULTFOUTLUBRANCH IRCLIMS 97.50 POWER APPARATUS 6 SINGLE ovnzr CIR Ex. Occup. OUOR OUTLET oR FURES AL 0 .50 Ex. OCCU . FOLEDAPPLNs. OR OUTLETS (RESIDA EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.1)0 misc. Wiring __+23.00 SHERIFF $ PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 OTHER $ Heating Cooling Hood 6.50 $ Ventilation PERMIT FEt S $ Mobile Home Installation Fee $ Enerocc gy InCONST.TrPE TOTAL FEE $ spection Fee $ AMOUNT RECEIVED $ —! A "Z. O. FEES IMP COF PARCEL I PC 1 NO 1 ISSUE � This permit is hereby Issued nder the applicable provisions *RECEIPT NUMBER �� of the Butte County Code and/or Resolutions to do work c/ Indicated above for which fees have been paid. *TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON im t� 7 Building Permit Number: e3 SSR Owner Name: Pr i C -e- 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 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW IM Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 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. ;i 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. i I Page 2of 2 Ili Building Permit Number: Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. -�` Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including overhanushall be clear of all easements. A setback of0h� from the side andaO.5 om 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 Califomia registered engineer or licensed architect. i� II' 'F r4i AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVII.LE, CA 95965 0 3 _ Z,4G3 'a10G33-10fb64753 Recorded Official Records I REC FEE I CONFORM County Of I BUtfE CANDACE J. GRUBBS j Recorder I ROSEMARY DICKSON I Assistant- I Lisa 10:17AM 17 -Sep -2003 I Page1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 11 SEE ATTACHED LEGAL DESCRIPTION 10.00 1.00 Date y'���6�� PROPERTY OWNERS: X X �/" ! Georg C. Price ell T. Price State of California County of Butte �I63 On 9 before`me, personally appeared' Cs eo v C- /+r ' c.e A n1 �/ 7�ew-e l / T-, qtr 1' C e- Ipersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official Fal. ;eLSignature `Seal:K "y J. 00111iEE:L Commission ar1381;097n APN: 033-083-001 CL Notary Public =California ' v Butte County i My Comm. Exp. NOV. 08,-900160 2 Preliminary Report Order No. BU -212319-3 KB Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: LOTS 4 AND .5. IN BLOCK 50; 'ACCORDING TO THAT :CERTAIN MAP ENTITLED, ..'MAP -013'. WESTERN PACIFIC ADDITION TO OROVILLE, BUTTE COUNTY, CALIF.", WHICH MAP WAS FILED IN THE OFFICE " OF THE RECORDER OF THE COUNTY OF BUTTE, STATE. OF CALIFORNIA, NOVEMBER 14, 1905, IN BOOK "4" OF MAPS, AT PAGE 16. APN 033-083-001-000 Page 4 Building Permit Number: 0 � " 2 &&Z/ Owner Name: Pr i G c, 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 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKER BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 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 automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: Q 3— Owner Name: pric e— E F a; i Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. • i Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including overhan s shall be clear of all easements. A setback ofe from the side andQD ee om 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. 5 . Is the site an existing site: Yes [X] 6 . What is the electrical rating of the mobilehome? 7 . What is the mobilehome site circuit breaker rating? 8 . What is the electrical rating of the mobilehome site? No [ ] (If yes, famish two plot plans). 100 Amperes. 100 Amperes. 200 Amperes. 9 . Is the main service emote from the mobilehome site? the rating? Amperes. Yes [ ] No [X] If it is, what is 10 . Is there any other electric load to be served by the mobilehome site electric service (I.e. well, garage, etc.)? .Yes [ ] No [ X :If yes, please identify the load and size: a) The mobilehome site: Load - Amperes - b) The main service: Load - Amperes - 11 . Type of gas service at mobilehome site: Natural [ ] Propane [ X ] None [ ] 12 . Size of gas pipe at the mobilehome site from the meter or tank: 3/4 inches. 13 . What is the gas pipe length. from the meter or tank to the mobilehome? 20 (ft.) 14. What is the mobilehome gas demand? BTU.* *(This information is not. required if the,pip6.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 PERmrrAPPLICATION i3UTTE COUNT � LAL®ING DEPART MG P 0 V M.H.I.-2 ,y„ a MOBILEHOMES. PPORT DATA .Yw. .. Mobilehome Manufacturer: SKYLINE Manufacture Year If other than single wide, furnish Setup Model Number: P202CT Width: 26' (ft.) Length: 52' (ft.) Tagalong or Expando Size (ft.) x (ft.) 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 [X] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2 Line 2 Line 2 Main Beams Line 2 ............................................................................................ Line 1 Line 3 Line 2 Main Beams 0 Line 2 ............................................................................................ Line 1 ............................................. Line 5 Tag or Triple Line a Line 1 Line 1 Piers: Size minimum: Spacing maximum: From ends -maximum: Line 2 Piers: Size minimum: Spacing maximum: From ends -maximum Line 3 Roof Loads: Size minimum: Location (from rear) Line 5 Roof Loads: Size minimum: Location (from rear): Line 1 Openings: ]XI I Size minimum: [24] x [24] of Each side of openings to with width over: 4' 0" Line 4 Piers: 24 x 24 Size minimum:]XI I 7' 0"1 Spacing maximum: " 2' 0" From ends -maximum: " OVER P202CT 30# STD FNDTN F i N 0 0 `QNF40ot4i_ �rUAIVD MAR 1 X002 ZABO_ ��E�R � oR1FS r RS r 10-4• ; OPT UMTY ROW .`. a4 �. 00 F� l .m,. 39EOA m r p -- 0 Qo. w < -4�IS4 � 22'-a• � IEi-8•-5;-,4;—.]MH r., K .4)� 9321 �. m ni ,e 30# CENTERLINE SUPPORT REQUIREMENTS o THIS SHEET IS TO BE INSERTED WITH SUPPLEMENT TO FIELD WSTALLATION MANUAL FOR 30j ROOF ZONE SNOW LOAD. .SEE ABOVE PRINT FOR LOAD REOUIREMENTS AND LOCAEONS. •VOL � SEC. A U. 51 PG. 6-86J DRAWBY : WAIR 30# RW wmc P202 -CT UVE LOAD 5226-3CK-2B-CATH 4 N P201CT15216 3BEDRj 26 Series Woodfield. • CATHEDRAL THRU-OUT (1,352 SQ.FT.) OPTION 2BEDROOM 1 FRONT ENTRY VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5&5a 6 7, 7A, 7B&7C 8&9 WIND ZONE I - SINGLE SECTION 10 - SINGLE V -DRIVE 11 - METAL PIER 12 - DOUBLE SECTION 13 - TRIPLE SECTION 14 WIND ZONE II - SINGLE SECTION 15 -DOUBLE SECTION 16 - TRIPLE SECTION 17 SOIL CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System gg Q5 -A64 M& VTI'-� COUN i t . P P R 0 V F- Release Date 8/13/2001 Engineer Approval ���:� � , T lJ • • F `" +'b . 26070 2D,�1 F CFLr ` HEPMMAKFwrATI�•O_ N8Y 51 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS State of California Department of Housing and Community Development OF CODES AND STANDARDS �0/ (iguaWre) SPA NO. ?9' l F - For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and multi sectiorl homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plGte height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. Page 2 California 8/2001 56 i ma: Maximum Pier Height (Wind Zones I & II only Figure 7 The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone Il, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 ii ma) Unequal Pier Heights ( Wind Zones I & II only? nyuiv c 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with t ost recent �, regulations in your state. `*K ,, o Page 3 California 8/2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1i2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. c 0 Page 4 California 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS snort uoe�o9i� snort _ Clear all loose vegetation from the immediate u,,t / \ u �i� � area where your Vector foundation pads will rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. L I 1 � S � L't�L• � �� ._ 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6% 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. c - Page 5 California 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -Bolts 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps . Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a "�o California 8/2001 Vector Dynamics Metal Pill For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16". Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System, Installation: for rocky soil conditions V Drive anchors are used only with Zone 1, single section homes. Soil. Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive he ttach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten incheNtNe anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. „ r. Page 6 California 8/2001 Vector System 2000 Kit # 59018 o, o Single piece pads with straps RHI:.;,_: o e and slotted bolts v� Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Part #'s included: 59275, 59282, 59276, 83044z & 10999 Vector System Kit # 59007 C C 0 O ®®®® m Concrete Vector System Kit # 59008 (for single stack blocks) ® 0 0 ®0 0 Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) 9 c 0 California 8/2001 Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store te55 Jte `Iea�edl Aot,ea, e,xalP I( Zea•ZX QOQ��Q�pe 1, y�eaU\e. Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. 0 Page 7A California 8/2001 Vector Dynamics Individual Component Parts Detail ® 0 0 0 Lj 0 � Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719"x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5"x19.418"x3" Vector Dynamics Tension Link = '> Slotted Bolt Part # 59282 � Part # 59135 6.25"x2.52"x3" « 3"x5/8" Vector 2000 Tension Link Long U -Bolt w/Nuts &Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 Part X 0530 3/8" x 3" (16 Threads Per Inch) Page 713 California "14W Protecto-Strap Part #59276 6.3" x 3.3" x 7/8" Strap Protectors Part # 59232 PVC Adaptor Part # 59281 0 7.25" x 4/56" x 1.42" - Tie Down Marked & Certified G120 Strap w/Swivel Connector Part # Length j' 59732 12' 59734 14' A:o 59736 16' A o - Earth Anchors o s 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 V Drive Head Part #59269 p� :m Drive (Rods ® Part #59113 e Carriage Bolt w/Nut & Washer p Part # 10925 ® 1/2" X 2-1/2" ® as Protecto-Strap a Part # 59279 6.3" x 3.9" x 7/8" ® Carriage Bolt w/Nut & Washer Part # 10624 3/8"16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' MS42 59160 42' MS60 59165 60' MS600 59170 600' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 r 12 ft. P/N 59211 Longer Lengths Available 0 ` Earth Anchor Stabilizer 12" wide t3 Black Paint: Part #59292 Galvanized: Part #59294 Page 7C California TIE D�� ✓r'N ENGIN ----- i � � Vector Dynamics System for Concrete Applications rior Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its, full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One Wood Cap and wedge N`4r Outside _000, Tension Bracket Vector pad ' for 1, concrete � `'.. � ', ii . Wed K... Bolt � Concrete _-.1 footer Page 8 California 8/2001 Vector Dynamics System for Concrete Applications s Instructions for Vector Kit #59008 (for single stack blocks) Or Vector Kit #59006 (for single or double stack blocks) Page 2of2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards U -bolt Page 9 Vector pad for concrete Concrete f er e California /2001 T co CD 0 WIND ZONE I Vector Dynamics Systems Required for Single Section Homes (Materials Required) 5• n WIND ZONE I o (not to scale) lb N) �2 sq. ft. pad instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side " 0 to 72' 3 2 73 to 90 4 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires Y One Mactor Kit, 2 slotted bolts Y 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), Y 1 ea. 4 x 4 pressure treated wood compression member Y or 2 ea. 2 x 4 pressure treated wood compression member Y or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member Y or 1 TDE adjustable steel strut _-c WIND ZONE I - I I Vector Dynamics Systems Required Single Section Homes g Difficult Soil Conditions ie Sedlo ,o °y a ua` g,306nes' 'T ft St aging 1Ot a\\30' Man �f a tai sP ome Ms - ' XafnP`1e 0 9e of be to h .�==--- r \\\05and - G 1 , ads nda n ' U do 1:0 x. tYP' (D I r,- ap3'? 3 V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ Home Length 9 NOTE: Vector Systems should be spaced as evenly as Anchors Required Per Side " Is practicable along the length of the home. Pier spacing must be consistent wkh home marufacburers! installation Insin dons and/or state 0 to 72' Maximum allowable working drag load 3 for the Vector System with the steel 4 compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors Home Length 9 Vector Systems Y Required Anchors Required Per Side " �ys[ch requires Each Vector it, 2 "V" Drive 4sl One Vector Kit, 2 'V" Orive Anchors, 4 slotted bolts • 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4' nominal SCH 40 PVC pipe compression member (center compression member only) 0 to 72' 3 3 73' to 90' 4 4 • or 1 TDE adjustable steel strut • "V" Drive Anchor, Part Number 59269 • 2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the "V" Drive Anchor connections. 0 tv 0 a) 00 N Metal Pier Sets ZONE I , J � Vector Dynamics Systems Required for Single Section Homes Up to 72 I (Materials Required) _ - _ - - " Se�t�oc o oy tra` 9�ide\�nes a 72 ft,5pg09e°�sta��at%o� man f a s h m 1 - �XamPsho s gmisk be to o 1\\usttatspacm9 and - - - ads %o foonds� 1 \ �i,4'-lam V...' Pi„ &, ...,,..- r-- Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ` 0 to 72' 3 2 73' to 90' 4 1 3 ` Anchor and stabilizer plate cOm Dlrld LIVII NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. TIE DOWN EflGIOE(NING WIND ZONE I --' _ - on horn ems. de1`nes. _ Vector Dynamics Systems .Required _ -'' - bye se vector s,�anua� (j\3\ I t o n —1 for Double. Section Homes , - _ _ ;e of al e�aa pac% %nstaltati , _ - (Materials Requiredl - - " EXampsh�`"me S gteost be to , _ , " 1 1`, I "WstrattdsPac*1n9-,,--'' ___'"- `♦ Pads , ♦ BPI`S ��`� 1 ♦ ♦ ` � \ IN a _-ys2 �,� .,� ♦ I (D 1 9z max. o.c• 't �� _ ft' — 44 � qk Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. (� WIND ZONE I (not to scale) 0 N A - OD N C) 2 sq. ft. pad 1 w. NOTE: Vector Systems should be spaced as evenly as H is practicable along the length of the home. Pier spacing must be consistent with home manutact rers' installation instructions and/or state requirements. Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier'height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TOE adjustable steel strut WIND ZONE 1 I Maximum allowable working drag load NOTE: Shear wall, ridge beam support posts 8 —] for the Vector System with the steel marriage wall straps & anchors may be required by compression Engineering strut is3,150 5e pounds per the home manufacturer. p Vector systems should be spaced as evenly as is N practicable along the length of the home. A two foot variance + or - is allowable at each system.Pler O spacing must be consistent with the home Installation Materials: Each Vector foundation system requires manual. One Vector Kit 3. 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TDE adjustable stee strut �2 sq. ft. pa N O 0 WIND ZONE 1 Vector Dynamics Systems Required " - 5qp�pi, bQsystam a� 9u1de11r`as , _ _ -' v, �g�tor m a�� 1 \ \I♦ ` for Multi Section Homes ,�sta\1a�,o� ' _ _ Pah me . ♦ ; \ ` ; \ Required) ��� 9 e t o �� sho"Is Ust b \ 1 \ 1 ' (Materials _ - 9365 ""door' 1 ^ ray - ° — — ♦ 1 ♦ '- Lam, yrw �� `\- ,. ., 1 ,. fir- 5 �w. _ � �) \ ♦ Soil Classifications: 2, 3,4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum - ♦ \ 1 Anchors Required - ° ` ♦ 1 Home Length Vector Systems Required Per Side "W 2 Vector Foundation Systems 0 WIND ZONE 1 I Maximum allowable working drag load NOTE: Shear wall, ridge beam support posts 8 —] for the Vector System with the steel marriage wall straps & anchors may be required by compression Engineering strut is3,150 5e pounds per the home manufacturer. p Vector systems should be spaced as evenly as is N practicable along the length of the home. A two foot variance + or - is allowable at each system.Pler O spacing must be consistent with the home Installation Materials: Each Vector foundation system requires manual. One Vector Kit 3. 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TDE adjustable stee strut �2 sq. ft. pa N O 0 WIND ZONE II (Hurricane) ! I . Vector Dynamics Systems Required - -' - for Single Section Homes , _ - - ; ; _ _ - n hom ems. 1deNnes (Materials Requlr�d}; : - ' - �t Sin9\e ed%Olation manoa` 9U ' i,'' �2 actn9 �nsta _ I 1 XamP�eoWs gen, ae to h°me b 1 1 \\Wss( ata sPactn9 035 god 1 \ _ 1 , .:fax � .�•: ��.: _ — ' � ��.. f n WIND ZONE II (not to scale) >v 00_"' ,F N 0 o �2 sq. ft. pad Home Length * n meX tip. NOTE: For single section homes 2 - _ Eaves 6" or less with eaves that exceed 6 Inches 0 to 48' 4 In Zone 2, two additional frame 5 49' to 60" tie anchors with stabilizer plates 5 6 (one anchor and one plate per 6 6 side) must be Installed in additon 73" to 84' 7 to the number of anchors listed 8 85' to 90' in the chart below. 8 9 Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, 4A, & 413 the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or equal to 12" 0 to 48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-114 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-112" or 4" nominal SCH 40 PVC pipe compression membe • or 1 TDE adjustable steel Strut n N --n O A 00 N O O WIND ZONE II - - "- Vector Dynamics Systems Required - " " " " - lo pme ; es •� =T for Double Section Homes - - - - " - "pie sed,0\Je°f ste Sa� (Materials Required) - - �2 >it \ s sP ac,n9 fO;Sta\\a��O" `e pE a nefa1 home ► ` \ ` i Cap1 - - sy a on Shows mUs1 be to " \�1'3st aid s,ac%(\9 on Pads d0on - ' , � .. `Y`;i \ ♦ '4 �'�;, -. �'.'• _ fir. , 1 Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is pra the length of the home. Pier spacing must be consish manufacturers' Instructions and/or state requirement) Soil Classifications; Soil Bearing Capacity: Anchors Required': 2, 3, 4A, & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side " 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 , 73" to 84' 7 7 85' to 90' 1 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut li WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) 0 Maximum allowable working drag load m for the Vector System with the steel compression strut is 3,150 pounds per � the K2 Engineering test report. WIND ZONE 2 e19u1detmeg, � i ` ♦ ♦ I . ♦ 98nerbe ads en I .♦ I . ` foundaUor` P • �� 1 , , i 5 yap ♦ '+ ��L .;i - _ _ ' � �. 's u \ 1 I \ ,:•' � t^' � � ' ' K+''v EDS" ♦ I ��il �• �dIwo Nowper}® Soil Classifications: 2, 3, 4A, & 4B _ snit Hearina Caoacitv: 1.000 PSF minimum NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home installation manual. n N O 3 N sq. ft. pad 00 N O O Materials: 'Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut 'Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 18 California 8/2001 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves. of 50-100 feet radius; 2 feet to those from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide .a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 AP# PERMIT# NAM [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. ] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 AP# PERMIT # NAME Other Requirements If Buildinq Setback is 15 to 30 Feet: Class A or B roof and Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials ll Date Signatui^e. 61 Page 3 of 3 Building Permit Number: 0 3 -3 y97 Owner Name: Pr i CC, Residential Construction R iuirements 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 (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WIT ITEMS CHECKED 1IELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. . 2. Building plate on top of stemwall to be one foot or more above the 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 automatic entry and exit of floodwater. M M 0 Building Permit Number: Owner Name: - ri 6e Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. y i i' Fire sprinklers are required in this structure. i The following parcel map requirements shall be met: Page 2of 2 ©3- 3�07 All structures an a ui ment including over �ansall be clear of all easements. A setback 004 from the side anderom the rear property lines and feet (25 feet if Federal Aid Route) from the edge of the right of ay hall be clear of 0 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'Califomia registered engineer or licensed architect. II SII S'9 S66i h1 H o a W3 Lz`s . tj N�-oc o ttLQIM nJ i.. ?11b:iS N!W„°1� 'XdW z w N-N-j aAIE -4 m�_ co Z Dc LL.s ' • O . J t}- �K V LL] _ - J �� •C� J a x LU ui �o CA LLM, a � • N •90 V o *� Lu fY til d _ 3 o o �''' � � n” r.J x Cj = . I• c 1 • ro 10 CD ` s 1 p� S31cYbn ulUILUMNO p P u.."aabm.a i0ts, u Itaaa1laa/laaal �r��II.�" �" 1 aa�11a7aan 1►L/I I\ I a ■aaaaaarnow 0 -rs ul W ca 26 CL 0 J Series. o 0* fi e a.- ' r `~ LLL H W © GV Z CA P202CT15226 3BEDROOM • 28ATHS • CATHEDRAL THRU-0UT (1,352 SQ.FT.). OPTION BEDROOM i FRONT ENTRY ti AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 C:©PY of Document Recorded 17 -Sep -2003 2003-0064753 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT.OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date SEE ATTACHED LEGAL DESCRIPTION PROPERTY OWNERS: " /I X X George C. Price / ell T. Price State of California County of Butte On '%b .3 before me,f v'i�� `I' J = 5 ; cc �` cs rte 62 personally appeared T. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seat. Signature L. t `�� i lGt�-CC-/Seal: r g" KARYJ. BIDWELL Commission +111381097 n APN: 033-083=001 ate. Notary Public -CaliforniaCn v Butte County My Comm. Exp. NOV. 08, 2006 b Preliminary Report Order No. BU -212319-3 KB Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: LOTS .4 AND -5: -IN BLOCK 50; ACCORDING. TO THAT ,CERTAIN NIAPENTITLED, ."NIAP OF WESTERN PACIFIC ADDITION TO OROVILLE, BUTTE COUNTY, CALIF.", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE. OF CALIFORNIA, NOVEMBER 14; 1905, IN BOOK "4" OF MAPS, AT PAGE 16. APN 033-083-001-000 Page 4 LL L"I/ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION] 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 63. / (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 033-083-001 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT, OCC. BUILDING VALUATION .OWNERS MAIUNG ADDRESS 120 840.00 8 560.00 CONTRACTOR'S NAME SKYCREST ENTERPRISES TELEPHONE _342-2694 CONTRACTORS MAILING ADDRESS 346R MN 99 E, CRIM 95971 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 33.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 91-49 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling 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 ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 DECKS 4X30 R $X10 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 V OR LES Main Service . 'DRLESS 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 -� I 11 force and effect. `a /� License Class Lic. No. ! 3 V 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 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. 10 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. workers'�insuragce c-rjnd policy number are: Carrier t -! -)Cl Policy Number 3A, 3 ta (The above sections need not bye c6mp(e_1ed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of Calffornia rand agree that if I should become subject to the workers' compensation pr- ions of suction 3700 of the Labor Code, I shall forthwith comply with thos ovisions. X _Date Sign r Applicant - ❑ O ner Contractor ❑ Agent A OS A permit is required for excav tions over !i 0" deep and demolition or construction f ctures over 3 stories in heig . Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLAS. so 3.5¢FT. NON-RESID T. MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OVTLET CIR. Ex. Occup. OUTLET OR FIXTURES 2BAL L @ 1'00 Q .50 Ex. Occup. ourLEEDTSA PPR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. �Pq N TOTAL FEE $ 74.45 HAZ. D. FEES IMP FLOQD CDF PARCEL PD HD UE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indic a o e for which fees have been B Date EXPIRES ON provisions to do work paid. l I 1 &A) v sfe Receipt No.PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY160'4UnE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �� ':a'_-• " 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541Q -�E ' I NO�� (Rev12%96) APPLICATION AND PERMIT 3 ASSESSOR PARCEL NUMBER 033-083-001 ZONING' BUILDING PERMIT OWNER PRICE. Ga*GE & AVEIK TELEPHONE 534-0659 SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 175 LAKELAND BLVD. OROVLLLE 120 840.00 80 560.00 CONTRACTOR'S NAME I S- ' SKYC:REST E rERPRISES TELEPHONE 342-2694 CONTRACTORS MAILING ADDRESS 3468 HWY 99 E.. CHICb 95973 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $1400.00 ARCHITECT OR ENGINEER UCEtSE NO. Filing Fee $ 20.00 Permit Fee $ 33.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS N Plan Checking Fee $ 21.45 BUILDINGADDRESS ° 251 FERNWOM AVE, OMMEE, 99965$ Energy Plan Checking Fee $ PERMIT FEE S 74.45 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling"fee 20.00 'USEOFSTRUCTURE I.- SF ❑ Duplex ❑ Mobilehome ❑ Other _ SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 gas water heater or vent 15.00 TYPE OF WORKEach New ❑ Addition ❑Remodel ❑ Utilities ❑ Installation ❑ Other ❑ ' Describe Work: 2 DECKS 4X30 & 8X10 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ - ELECTRICAL PERMIT Fling Fee 20.00 UES 600VMain Service zo.A OR LE 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 licensejsy iA�fy l force and effect. License Class j` Lic. No. _ CJ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 04 I,—as wner 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 exclusive'y contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' o`"pe saatiio✓n insure ce carrier nd policy number are: Carrier V / Zt. �" y Policy Number / 44 (The above sections need not be completed.if the permit is for work of a valuation of one hundred dollars ($100) or less.) ' r' I ,r , ❑ 1 certify that in the performance of the worts: 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/9'and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those Tovisions. I' /�� X !�"' __ Date �s Signat rye M Applicant - ❑ Owner Contractor ❑ Agent A OSHA permit is required for excavations over 5'0"deep andademoiitio of construction of structures over 3 stories in Heig 4. ► 1 t ¢ Main Service zooA TO lOooA 46.00 NEW CONST. DW Ur OCCUP. S OR ADONS. ( a ACC. BLD S. 3.5,sO; NON-RESI. MULTI.OUTLET 97;50 PurLET OWER APPARATUS a SIN..OcIR. Ex. OCCU OUTLET OR FaruREs BAS I. o Ex. Occup. oFIxEDTs PRESS p DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ �� °.; CONST. r TOTAL FEE $ 74.45 HAZ. I D. FEES IMP FLO D CDP r PARC L , 1 r PD HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate a o e for which fees have been -paid. (\ O B rr ! Datet<> 3 �' PERMIT EXPIRES ON I Y Date / r� Receipt No. 1a2A 7 77,75- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION p' , - It - R, 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 /1 �p I T NOi (Rev. 12/96) APPLICATION AND PERMIT (J (J ASSESSOR PARCEL NUMBER 033 -083 -ml ZONING BUILDING PERMIT OWNER PiUCE Grm;r, & JDWEE TELEPHONE SQ. FT. OCC. BUILDING VALUATION -9U-0659 OWNERS MAILING ADDRESS 175 LAKELAND BLVD OROM I..E 120 840.00 80 560.00 CONTRACTOR'S NAME SKYCtEST ENTERPRISES TELEPHONE 342-2694 CONTRACTORS MAILING ADDRESS 3468 HWY 99 E.. QUCQ 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation 1$1400.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 33.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 21.45 BUILDINGADDRESS 2 AVE, OPIMMU. 95965 Energy Plan Checking Fee $ $ PERMIT FEE $ 74.45 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling'Fee 20.00 USEOFSTRUC:TURE SF ❑ Duplex ❑ Mobilehome ❑ Other _ SPECIFY Each Trap 7.00 Solar or heat pump water heater 25.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 DBMS 4X30 & 8X10 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 LE 600VMain Service p A 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 i� I II force and effect. / / j License Classe, Lic. No. 7 /fir OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑L I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structurelis 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 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 permH is issued. �*]+ I 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' Co �i peps tion insurance carrier and policy number are: Carrier k f o 7 - /ALJ �� Main Service 200A TO 1000A 46.00 NEW CONST. DW WNCi OCCUP. SO OR ADDNS. ( aEAcc, sins. 3.50.E T. NOµp MULT'- SID. CIRCUITS T @7.50 POWER APPARATUS SINGLE OUTLET CIR. Ex. Occup.ourLEr OR FocruREs 20 ° ' O0 BAL p ,50 Ex. Occup. oFIx�LEED�A aES oR� 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 FEE $ Policy Number / _"s tG (The above sections need not be completed if tie 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' compensation provisions of section 3700 of the Labor Code, I shall provisions. N. ' forthwith comply with th75Fe X _--�` (4 +_/-e'�'� Date �G� Signature of Applicant - ❑ Owner O Contractor ❑ Agent `� construction An OSHA permit is required for excavations over 5'0" deep and'demolitiono of structures over 3 in heigkt. P Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TY ^ j TOTAL FEE $ 74.45 HAZ. D. FEES IMP FLOOD COF PARCEL I PDQ HD This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. (, 4V \ Date ( r'� Bye jjj % ! PERMIT EXPIRES ON Date rstories ReceiptNo. ��%/ 1 /'f ' 9 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT X 033-083-001 PRICE; GEORGE & JEWEL 03-3407 251 FERNWOOD AVE, OROVILLE Cont: SKYCREST ENTERPRISES NEW DECKS t' E.M. USE ONLY Flat Plan Anachad Floor Plan Attactead Sent to S.D. JO: Building Department IT V FROM' Environmental Health SUBJECT: Sanitation Clearance &P"L a 0t Owner Location AP# Plan Approved for: Sewage Disposal`-�:,, Water Supply: Public Private Welfl�,,_ Clearance for dwelling. Other D -4, Hold final for: Final clearance O.K. for: NOTE: Environmental HealtirSpecia list 8/96 Date _,,S;0 ♦ ..r+-r•,..,.^•G.�.y.'�'k'.-".'.w,yr rm'^«eY•-r'", _....t __— _ ;rt;__, " A" COUNTY OF BUTTE -DEPARTMENT PMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 z PERMIT APPLICATION DATA SHEET OWNER: �� I C Si✓ I ASSESSOR PARCEL NUMBER Proposed Building Use: 9% Q0 42/Y"\_ (A?_ C w Counter Technician: Date: I I of Ttems required in order to apply for a permit. All boxes MUST be checked OR ma •ed NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. e Complete plans, 3 or 4 sets, signed by the preparer of the plans. A -C 3. Engineered plans, 3 oF4 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. ti ❑ •6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) 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 be indexed and returned to the plan review line-up when required items are received. Date Received r By `. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... . ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other I .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) fi$ ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ...................................... ❑ 5. Statement of Intent for Non -heated and A/C Buildings .................................... Sanitation and plot plan approval from the Environmental Health Department inLk VI/ 717❑ .. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: { ❑ ,20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... `❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). \❑ 22. Pre -Inspection for required ................ 0"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 violations and/or expired perraits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Stat entero acts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 9tfk, vv-,�-[and hold for pickup. r i I have been'infurmed of the above ite/ss and requirements for obtaining a building permit. ,! Applicant: S ��—/Date: L Index application for the above items (numbered: Plan Check Letter 2. Addt conal items required ` Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owne was advised of the above ata�b❑ phone, ❑ mail, ❑ counter, by Date - Plans reviewed by: _Date:(Plans approved by: MCI' Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �9s1 APPLICATION AND PERMIT 3' .SOA PARCEL NUMBER o ZO"NO BUILDINGPERMiT TEIEPNON SO, FT. OCC. BUILDING VALUATION R8 MAtlJNO ADDRESS �RLUCTLON LENDER — S "LING ADDRESS AACNffFCT OR ENGINE61 sACWTECT OR ENGINEER'S MAILING ADDRESS :W -.DWG ADDRESS��� -OT NO. I SUBDIVISIONS NAME USEEOOFSTRUCTURE 3F O Duplex ❑ Mobilehome 0 Other if TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Instaliation O Other ❑ f;? Describe Work: ,���/! CA/ �s�ilrr��`z�r i Total Valuation Is NEW CONST. DWELLING LDS. a0 OR ADDNa. a AOC. eLna. 3.52FT: NON•RESID. MULTFOUTL.ET @7.50 NCH POWER APPARATUS a S G O CIR. Filln Fee $ 20.00 Permit Fee Plan Checkin Fee $ $ Mobile Home Facilities 20.p0 Misc. Wiring 23.00 Energy Plan Checking Fee $ PERMIT FEE S $ OTHER $ Heating PERMIT FEE S Hood 6.50 Ventilation PLUMBING PERMIT RlingFee 20.00 $ Each Trap7.00 ^ Energy Inspection Fee $ AMOUNT RECEIVED $ 4� �G Solar or heat pump water heater 23.00 • Water piping CDF s 15.00 IID SS UE Each gas water heater or vent This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work 15.00 Gas piping system 1 - 5 outlets *TO BE PUT INTO COMPUTER 15.00 IBY Date Building sewer PERMIT EXPIRES ON 15.00 Mobile Home I S I G I W (G]20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service OOOV OR LESS sow OR LESS 23.00 Main Service sow TO I000A 46.00 NEW CONST. DWELLING LDS. a0 OR ADDNa. a AOC. eLna. 3.52FT: NON•RESID. MULTFOUTL.ET @7.50 NCH POWER APPARATUS a S G O CIR. *PERMIT $ -- Ex. OCCU OVTLE`r OR FIXTURES ®I;50 Ex. Occup.FIXED LNS.)EoVs ESIDA 5.00 Temporary Service 23.00 SRA $ Mobile Home Facilities 20.p0 Misc. Wiring 23.00 SHERIFF $ PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 OTHER $ Heating Coolie Hood 6.50 Ventilation PERMIT FEt S $ Mobile Home Installation Fee $ ^ Energy Inspection Fee $ AMOUNT RECEIVED $ 4� �G OTA EE $-7 - v+t'T • D. D' CDF s P MC IID SS UE *RECEIPT NUMBER , ( ��l/// v This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work / Indicated above for which fees have been .paid. *TO BE PUT INTO COMPUTER IBY Date Y f PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES;- BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 O `STV (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-083-001 ZONING BUILDING PERMIT OWNER TELEPHONE 914-0659 SO. FT. OCC.' BUILDING VALUATION 120 840.00 . OWNERS MAILING ADDRESS p p 8 0.00 CONTRACTOR'S NAME SKYCREST ENTERPRISES TELEPHONE 142-2694 CONTRACTORS MAILING ADDRESS 3468 H�N 99 F_ r.T4Trn 9i971 - CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 74-45 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTR!ICTURE SF ❑ Duplex ❑ Mobilehome ❑ Other o SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities O Installation ❑ Other ❑ Describe Work: 2 DECKS 40 R 8X10 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 600VOR LESS„ Main Service zo.A 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 ' i II force and effect r� �� j-` / CJ License Class Lic. No. 1 OWNER -BUILDER DECLARATIONOUTLET 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 nct intended or offered for sale. ❑ I, as owner of the property, am exclusilely contracting with licensed contracto s to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one d 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. EI3 I have and will maintain workers' compersation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' s n insure asrrier nd policy number are: Carriers ! i.J •�C� Policy Number (The above sections need not be camplded If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the wcrk for which this permit is issued, I shall not employ any person in any manneii so as to become subject to workers' compensation laws of California ,and agee that if I should become subject to the workers' compensation provi ions of stiction 3700 of the Labor Code, I shall forthwith comply, with those ovisions. Date _z:?3 Sign#dr-yebff Applicant - ❑ O nerContractor ❑ Agent A OSKA permit is required for excav Zns over 60” deep and demolition or construction f ctures over 3 stories in heig . Main Service 200A TO 1000A 46.00 NEW CONST. DW= OCCUP. so OR ADDNS. ( 8 ACC. BLDS. 3.50FT. NEW CONS. MULTI.OUTLET @7,SO NO.RESID, C POWER APPARATUS 8 SINGLE OUTLET US OR FDRURES Ex. Occup.BA20 1:00 FIXED APPLNS. OR Ex. Occup. S.00 oLTTLETS RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. - TOTAL FEE $ HAZ. I D. FEES IMP FIAOp /!_' CDF ✓ PARC PD HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic a o e for which fees have been paid. r B Date 11,b2, PERMIT EXPIRES ON eta Receipt No. C ! �. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINE -INSPECTOR GOLDENROD -APPLICANT n�� v/0-3q°l ,.- I [1 10 05 .s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Owville,-California 95965 • Telephone (530) 538-7541 PERMIT NO (Rev. 12196) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 033-083-001 ZONING AR BUILDING PERMIT OWNER PRICE GEORGE & JEWEL TELEPHONE 534-0659 SQ. FT. OCC. BUILDING VALUATION 484 8,712.00 . OWNERS MAILING ADDRESS 175 LAKELAND BLVD OROVILLE 95966 CONTRACTOR'S NAME SKYCREST ENTERPRISES I TELEPHONE 342-2694 CONTRACTOR'S MAIUNG ADDRESS 13468 WY 99E CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 108.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 70.20 BUILDING ADDRESS FuwnOD AVE, DROVE LE Energy Plan Checking Fee $ $ PERMIT FEE $ 198.20 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling 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 ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 22X22 GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600VMain Service zo.A OR IESS 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 f Ce and effect. {�/ �//� �/J? �i� License Cla Lic. NO. ) /(JL `C.,/ OWNER -BUILDER CLARATION I hereby affirm under penalty of perjury that I amexempt 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 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My worktion inpliffance carr' r and policy number are: Carrier //� ✓( Main Service 200A TO +000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONs. ( a ACC. Bras. SO 3.5¢x: 16 94 D MULTI.OUTLET =R EOSI 97.50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL @ I.w Ex. Occu O T R ID•) A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 36.94 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) ❑ 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'HAZ. compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with ose provisions. Date a of Applicant - Own ❑ Contractor ❑ Agent OSHA permit is required for excavatio ov 5'0" deep and demolition or construction f structures over 3 stories i height. Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. Tv V TOTAL FEE $ 235.14 VThisfmit D, FEES IMP FLOOD CM PARC PD ISSU is hereby issued under of Butte County Code and/or in ate ab ve for *feeseen B PERMIT EXPIRES the applicable provisions Resolutions to do work paid.Si ate eZ a Receipt No. 10 11 7 WHITE-D.D.S.-B. . CANA Y -A S SS R PINK-IVSPECTOR GOLDENROD -APPLICANT Q''v 1Cx+ `L 7v :A COUNTY`OF BUTTE-DEPARIVIENT'OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville; CA 95965 Phone (530)538-7541 Fax (530)538`2140 PERMIT APPLICATION DATA SHEET .t ASSESSOR PARCEL NUMBE v J 73, G OWNER: ��} 6 Proposed Building Use: y- - 1 "" Counter Technician " 4 Date: r u Items required in order to apply forp rmit. A boxes -MUST be checked OR m z ed NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. r ' 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. ! 0,4. -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 instructions, (B) Marriage line_ information, (C) Floor Plan, (D) 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. LP 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. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential b-uildings..................................`....................... 1. Detached Accessory Building Form filled out by the owner....................................llt . ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �~ ❑ 14. -s as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ................................. .&- ... 16. itation and plot plan approval from the Environmental Health Department in V j 17. ' ity of Chico Plumbing permit........................................................................ ❑ 1 California Department of Forestry plats approval ❑ paid. Sent by: ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, -❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 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 violations and/or expired permits ...................................... ............... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner; Check to H.C.D. $ `` ❑ 31. Other: �%,1 (.''�a ' When issued Telephone "T S and hold for pickup. f I have been ' formed of the above �ite�sand requirements for obtaining a building permit. Applicant: -� Date: �301 1. Inde permit application for the above items numbered: p Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ ma°il, ❑ counter, by Date: Contractor, designer, owner was advised of the a. ve data by ❑ phone, ❑ mail, ❑ cots er, by Date: Plans reviewed by: -- e � Date: _� 'Q Plans approved by: Date: .� . Structural reviewed by: Date. r Structural approved by: Date: Note transfer by: Yellow: Building Division I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE GAILY Mat Plan Attached F��oy Aii�ittacftad Sent to 8.0. 9-9-31 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for /dwelling. Other ct Ct Ai5A_ Hold final for: Final clearance O.K. for: NOTE: Efivironmental Health 8/96 cialist Date ' v • COUNTY OF BUTTE'- DEPARTMENT -OF DEVELOPMENT. 7 County Center` Drive Oroville, SERVICES - BUILDING DIVISION • California 95965 Telephone (530) 538-7�I�PERMIT NO. "ASSESS APPLICATION AND PERMIT RP ASSESSOR PARC U :D�„ BUILDING OWNER PERMIT owNERs SQ. FT OCC BUILDING VALUATION DRESS � �9-�e r COMRACTOR'S NAME SKYCREST ENTRMISES TELEPHONE " TD M342-7694 6§WW %99 E. CHICC CA 95973 CONSTRUCTION LENDER it it LENDER'S MAILING ADDRESS i Fireplace ARCHRECT OR ENGINEER Total Valuation b ii LICENSE NO. Filing Fee $ ARCNRECT OR ENOINEEAs -"I- ADOREss 20.00 Permit Fee - b d B SUILDINORESS _ - �� an C ecki Fee . ---1 _QU <� �GL/�/L�� �— - er y Plan Checking Fee b /_//J�,,��� $ _T_ SUBDNISIONSNAME PARCEL MAP PERMIT FEE S PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap7.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Solar or heat um water heater 23.00 — s PECIFv Water piping 15.00 TYPE OF WORK Each gall water heater or vent 15.00 - New ❑ Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other Gas piping system 1 - 5 outlets 15.00 Describe Work: -X Building sewer 15.00 _A�2 ic� K�2 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 000v ORLEse sow GR LEss 23.00 Main Service aow TO IOOOA 46.00 NEW CO._ DWELLMq OCCUP. so OR ADDNS. A AOC, ales. 3.5c NON•R61D. MULTI -OUTLET @7.50 II * � . / PERMIT $ �� j / POWER APPARATUS 6 SINGLE OUTLET CR EJC. Occup. ournET OR FIXTURES kL ®I.50 SAL @ so FIXED APPLAIS. OR EX. OCCU OUTLETS REBID. EA 5.00 SRA $ 1 Temporary Service 23.00 Mobile Home Facilities 20.p0 Misc. Wiring 23.00 SHERIFF $ PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 OTHER $ I Heating Cooling $ Hood 8.50 Ventilation I. $ PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ AMOUNT RECEIVED_ a S, Co,PE TOT FEE $ , HAZ. D. FEES IMP D CO f P-ARC/ PO63UE w *RECEIPT This permit Is hereby issued under the applicable provisions NUMBER of the Butte County Code and/or Resolutions / *TO BE PUT INTO COMPUTER UTER to do work Indicated above for which fees have been paid. �i By Date PERMIT EXPIRES ON Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT -OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. � r Owner: :�Telc� ®� �Cn P Phone: L Mailing Address /% Site Address: Assessor's Parcel Number: �A� —! j �'�� ��� Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: I. Is there a primary dwelling on the property? 2 Is the structure already built, under construction, Yes ❑ No or under notice of code violation? 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 this building? SITE CONDITIONS: Yes Yes ❑ ❑ No No 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? 7. Is any portion of the structure located Yes ❑ No closer than 20' to our front property ? Y p perry line. 8. Do you plan to add a driveway or modify existing access to a county maintained road? 9. Will the proposed structure encroach within Yes ❑ Yes ❑ No No any recorded easement? CONSTRUCTION FEATURES: Yes ❑ No 10. Will this building have insulated floor, walls, or ceiling? 11. Will this building be heated or cooled? Yes ❑ No 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes ❑ No Yes ❑ No 15. What type of floor covering will the building have? 16. What type of wall covering will the building have? OVER 1 of 2 PROPOSED USE: (check only one box) I' ❑ Residential Storage Shed — I will be storing in this building and it will not d for any other purpose (no bathroom and no heating or cooling). 2. PT Private Garage —"'A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. [],Residential s.y..7- Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-lawuarters El Recreation Room El Game Room q El Bonus Room El ❑ Library ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ CanningKitchen El Sewing Room ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop ❑ Home Occu an . p cY Z ❑Other. -_Use 1. Describe type orworlshop 2. Must be approved by the Buae county Planting Division. Explanations: -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 form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print'j, eL.3 t Owner's Signature: 0 Date: �IS ..R 2 of 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.1g4,96a ` APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER -" 033-083-001 ZONING AR BUILDING PERMIT ' OWNER PRICE GEORGI: JEWEL. TELEPHONE 534-0659 SO. FT. OCC. BUILDING VALUATION -484 8 712.00 OWNERS MAILING ADDRESS 175 LAKELAND BLVD OROVIUE 95966 CONTRACTOR'S NAME SKYCREST EMMPRISES TELEPHONE 342-2694 CONTRACTORS MAILING ADDRESS 13468 HW 9911 CHICO 95973 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 108.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 70.2Q, BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 198.20 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing 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 Utilities 0� Installation ❑ Other ❑� Describe Work: "' + 2?M2,aie��t�•+GE r ' Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ;' ELECTRICAL PERMIT Fling Fee 20.00 OV OR LE Main Service 200AORLESS 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 f4ll force and effect. r License Classf Sf / Lic. No. _.'S % t 1(, / OWNER -BUILDER DECLARATION- 1 hereby affirm under penalty of perjury that I aim 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 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My works ss",)' pe sation in urance carrier and policy number are: Carrier \ a 1A e AGI I I �"% Policy Number / <107 .eP -�2 r,• (The above sections need not be c6mpletad 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 bec6me subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. I�X___.4,eT___ Y /l!✓' �..+s.--" _ Date _ Signature ormit is requ - ❑Owner Contractor0"❑Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction -of structures over 3 stories in, height. Mein Service zoOA TO lOooA as.00 NEW CONST. DW LIW OCCUP. SO OR ADDNS. ( 8 ACC. BLD S. 3.5¢FT. Nx)µHOOSIU MULTI. OUTLET @7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. 20 p 1.00 Ex. Occup. OUTLET OR FIXTURES BAL o .50 P Ex. Occup. OUTLETS RM.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE Sj�g!{ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi_ S Mobile Home Installation Fee $ Energy Inspection Fee $ '~ 0 CONST. Tv TOTAL FEE $ 235.14 HAZ. '� D. FEES IMP FLOOD F CDPARCEL , V PO D, / ISSUE; This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �t/�' y i % /Date / ���. B �^ PERMIT EXPIRES ON I Date t ReceiptNo. !S7 Z It r l :�') � %V WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES [ : t RESIDENTIAL FP133-083-001. v03-2663 PERMIT NO. RICE, GEORGE FERNWOOD AVE, OROVILLE S Cont: SKYCREST ENT r- GARAGE _ cr r t n t • 7 P ;i 3t YF } t SPECIAL CONDITIONS /SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4 , t ' 1 i JOB FINALED (Date) 1y 2 $ Signature H' t CHECKED BY J=OK 0 = Not OK NotReady b'e lz MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s lkle'Ropfhthg-..Roofing 1. Zoning Requirements -Setbacks -Easements Steps -Doors -Landings 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete Card B-1 Date Card B-1 4. Water; Location -Test -Easement Needed (Sketch) Date POOLS (Plans) OK except #'s 5. Electricity; Location-Clearances-3rnd-/ /Amp -Concrete 2. Soils; Compaction -Structure Stability 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 4. 7. Well Clearance & Disconnect Elec.; Pool Lighting; 15 Volts-GFI 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins' to Main Conduit 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date 12. 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/0 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) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blockina 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH. Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9., Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date D KSCOVERS, CARPORTS, GARAGES (Plans) OK except #'s D oning Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors lz tric G� Fr • Sills-Anchors-Studs-Rftrs Frassm S Nailing -Veneer -Stucco -Mesh lkle'Ropfhthg-..Roofing Steps -Doors -Landings .j12'Braced Wall Panels Date -A Card B-1 Date Card B-1 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 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-Panelboards-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 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.-/ /" Fig. 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-Blockouts-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 Date 15. Access & Ventilation 16. Insulation 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 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 59. Glazing Area -Glass Protection -Skylights -Plastic 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 Date 25. Elec. Receptacles Spacing -Lights & Switches at Doors Date 26. Size Boxes & No. of Conductors Stapled Date 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 O 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 72. Elec. Outlets at Wood Panel, Int. & Ext. 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. I nfi Itration-Wal Is -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 O Yes O No/Planters O Yes 0 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: t V, C i " i I � Y�•+. tib, � • i See the attached -_ i�M. rem n is Pages D ' ELECTRICAL, KAECHANICAL, :�lD PLUNIBIN - _- --.�_"NO . fiWUtN -G �'"A as `)-- --- --- _ — - - -- — — —�� - - SHALL COMPLY WITH CURRENT WiTION 0 � " 3 ��� rn C OF NEC, UMC AND HIPC. � � COON l_ 7D BUILDING DePARTIVICr h • _4 Y • „�` � `•` � ��,f `•���of��`�jf <`�f. ... ..,� �t�• zY `ynF �s, i�3.t •Y .J `t � '�c �.'!r'r..�s;•FT ,�,F)?. y, i,;. ,V'r���4 Y, w - ,•;, aqF' 5, >. - a.' �.%sSi'. ^ r,P *•cr• '•+., 1: J.. .•.C.. _ ...:�`:C!�4.yk' �-:;r�..",Y .•�.4. yq rf, ., .-2... t -, •J..�s. _,Yt� i �..1�.. �r \v �C ki`: ��. -�"' q>f,.. r(r, ••'•;Ux'p�i�-'Kc�1^+..• rte.. . y -•ate..- �'R `� - �'�' ,.yM � •t!• J' •ib .-,i x.-iY .1 .A• L ! T�• -{: oda' a :.a{' ..�D�.- i < ..�^a �� ... �_. rw ` ..••. �, h+ ::� ,.� ',,a. ..��F: r ,'c' •... 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STRU 1uCTu1 NE!�7Q._ I �cllff.'�I�h!_A1IA�►�hiF•dL MAY LENGTH NCT TO EXCEED LENCTH OF M,W-LE NOME EXCEPT AS NOTED FOR CORNERS SEE tj0TE NOIF, BaOW FOR MPI LENG14 OF ENCLOSED !'.;NE-ICLOSEO SHALL NOT BE LES. RiAN PROJECTION TYPICAL ALU. STRUCTURES. 2 TUBE COLUMNS OR ALT. 3' TUBE COLUMN OR 4x4 WOOD COLUMNS. SEE _ I � 10, -o aaxltahs U o GvrRHANL:- 25X COL.SPNX w • m2 a _�- 57RUCTJI1At- P�tRl•-� rcR caL spWIN'G , FASCIA RICIEMLEM -STD. HEADER SPLICE L. AiTA H TO HEADER �--- -- i'- -+ PROVIDE 1 DPVNSPOUT--•-/ vi %(t G N R P --C._F�_ `Pj PER EACH 200 S0. FT, wwa j1R Nl Vl.�iti R=Gs--FA IA OF AWN;NG bhUL MINIMUM LENGTH WHEN FNCI.OSFD SHALL BE 2.4>i PROJECTION. SPE6AL. INSTFUCII(iNS I IE-,!1G,ER��- 'A'.'B' AND �Ci' - M)-!; C4LUM!4S MAY BE' ATTNCNEG OSRECT�Y WHEN SKYLIGHT PANELS ARE USED: !> MQ MINIMUM LENGTH WHEN TO A 3 1/2' MLN. THICKNES. CONCRETE SLAB IN GOOD CONDITION AND APPROVED BY THE A FOR 4 HISIX PANELS/SKYLIGHT I.ENGTII- ENCLOSED 2.4 r PROJECTION ENFORCEMENT AGENCY OR TO A 2O'x?O'Q0' 3X PROJECTION B. FOP. 1 SKYLKIHT PANEL/!?' STRUCTURAL TYPICAL ALL STRUCTURES CONCRETE FOOTING OR SAFETY STAKE. ALI. COLUMNS TO BE VERTICAL. T�'PICN. ALL STRUCTURES. PANEL LENGTH= 3.GX PROJECTION Lu 0 S. FACH INSIAL.LATLON SHALL HAVE AN IDENTITY *TAG C. FOR 1 S"X; TT PANEL/2-*13*-STRUC-TURAL ��ERAI 'tom SHOWING MODEL., NUMBER. SOA NUMBER, PANELS L.EN�CTHA 3.6X PROJECTION 1NOTES: MFG. NAME AND DESIGN UNE: LOAD 9. C,1CH AWNING ON EACH FACE OF M08i1 ALLOWABLE DESIGN SPAN MAXIMUM ROOF HEIGHT 12' LIVE LOAD (PSF) PANEL " L" (IN) �g=J `-3" ALT COLUMN z. MAX OVER HANG 70-- MPH 3.112"x 12" PANEL. '1 d d.018 • 1 �' 4'-4" 21/2" X 6" PANEL 10 0.020 12' 3`-8" 2 112" x 12" PANEL 10 4.018 12' . 3'-3" 2 '112" x 18" PANEL . fd 0.018 � 12' . T-3" - POST LIVE PRO- SPACIN LOAM) LECTION . 2 -TUBE I MAX COLU1B15 OVERHANG al MT. ---4- : SX L'tlL. 3' qml SPACTryf. TUBE ux_ NOTE NL? TO BE USED WITH MITER OP CORNEA VAMS. fawELCuTION CANDLM4 HEADERS 'W AND 'E' A< � 12' VAX. PROACTTON- { 1r-o•,,,L BrAUER j -a- 4• kA.r.. W x j �6. mitt MUHAA`u CORNER BEAM - 1_ ALUMINUM DESIGN PER ALUMINUM CONS,RUCIIO.N MANUAL OF ALUTiIUM ASSOCIATION. 19?4 EDITION. 2. SOIL MAY. RE AM:' NATURAL SOIL OR MEDIUM 13. OMIT STABIUZER CUP AT A' HEADER SPLICE. TO COMPACT FILL AllOWABLE SOIL. BEA.R!NG MINIMUM DIS,ANCE BETVVr EN -SPLICES: 15'-0' FOR. PRESSURE .500 LP/S0. FOOT. A' HEADERS, OTHER THAN THIS REQUIREMENT, HEADERS MAY B[ SPI:ICED AT ANY POINT'. 3. TEL FLIES TO E AS A -307MSl, ASTMA-36 14. SKYLIGHT PANEL MATERIAL. SHALL LSE IDENTd7IF-D STEEL SIDLEIC RE ff AS2 A -3U' BY MANUFAC'iLJRER (B.F. GOODPoGH LEON 8700A) 4. rUNCftEYE STRE!VGfIL 28 DAYS = 3000 L13/SQ. ;N. 15. AWNINGS USING SI.^.'LIGHT PANELS. SHALL BE a . )• . T - 7 MAIX: ..?-1, d.3 -t/2, DO NO EXCL! D - t/t GAL. WATER PER SACK CEMENT. NO CLOSER 'f0 LOT UNE THAN. 3'. COLUMN SHALL BE C. F.ASTEMERS 'O` l"iE 51AlNLESS. CAD. PIAILJ 1Fi. MJOOD COLUMNS SWILL BE REDWOOD N0. GRADT PLI.CEJ A? LEGINNING OR PRESSURE TREATED DOUGLAS FIR NO 2 GRADE R Ek NOTE: USE MITER BEAM FOR CORNER BEAM MOBILE HOME PLAN -FUR CORNE=R BEAM 0' MAX . -EXISTING MOBILE HOME DETAIL '9' OR GALVANIZED ALUM. BOLTS TO BE 2024-T4 OF MI t ERELJ CO N1 1. to 6. DESIGN LOADS: LLIELOAD: 10 L[3/SQ rT. (� DETAIL 'C' 11'- " �g=J `-3" ALT COLUMN z. r2- 1/4' $OLTS IMOLOAD 10 1..8/SQ- FT. ON 2xPW)J_ AREA WHEN UNENCLOSED AND ON 0 U r T] W 'J" 95-699 ISTING MOBILEHOME 1 7• STRUCTURE MAY 13E ENCLOSED WITH A STATE Of moo. MAX a ---- ' 9'-1' CALIFORN!A APPROVW AWNINC ENCLOSURE 9-1" Lu 0 S. FACH INSIAL.LATLON SHALL HAVE AN IDENTITY *TAG �- STRUGTURAI _TAIL 'D' PANELS PLAN -FUR CORNE=R BEAM 0' MAX . -EXISTING MOBILE HOME DETAIL '9' OR GALVANIZED ALUM. BOLTS TO BE 2024-T4 OF MI t ERELJ CO N1 1. to 6. DESIGN LOADS: LLIELOAD: 10 L[3/SQ rT. 8' , 11'- " UPLIF•i = 10 LB/SG. FT. r2- 1/4' $OLTS IMOLOAD 10 1..8/SQ- FT. ON 2xPW)J_ AREA WHEN UNENCLOSED AND ON g' r GROSS AREA (ENCLOSED) 'J" 95-699 ISTING MOBILEHOME 1 7• STRUCTURE MAY 13E ENCLOSED WITH A STATE Of 1q' 9'-1' CALIFORN!A APPROVW AWNINC ENCLOSURE 9-1" o' I S. FACH INSIAL.LATLON SHALL HAVE AN IDENTITY *TAG 3' ALT. ALU N1. T FLANGE SHOWING MODEL., NUMBER. SOA NUMBER, COL. ATTACH--BOTIOM HANGER MFG. NAME AND DESIGN UNE: LOAD 9. C,1CH AWNING ON EACH FACE OF M08i1 TO BOTTOM OF CORNER BEAM ti (4`" I BEAM )IMITER --CORNER BEAM HOME SHALL HAVE A SEPARATE PERMIT. 10_ ALUMINUM SURFACES TO SE IN `CONTACT W/2-1/4' BOLTS Q'. , WITH STEEL. SHALL HAVE ONE CLIAT- OF ZINC 13es7 CHROMATE PAINT PER FED_ SPEC. IFP -645 - � OR EOUAL . 1 T: STEEL PLATES SHALL' 91E GALVANIZED OR PAINTED WITH A VMLYL PAINT. 12. AWNING ENCLOSURES SWILL'NOT BE ATTACHED TO COLUMNS; I POST TYPE ._��:- �annraooSae�uws�vx { / ALI UULUMN z W 9 4L w -� 12- "x - i� 60 >z x x .R mi I i _ W�. EAIr4 ,_ COLUMN SHALL BE PLATED DETAIL 'A' AT BEGINNING OF MITERED) CORNER PLAN FOR NITER D QkRt4ER. s' ALUM. ALT. COL_ AITACH 'To BOTTOM Or - 1/4' LHX.1S. THROWN BOTTOM FLANGE MITER MOW BOTTOMFLANGE . LA - I/+- Soon ar/2-t/4' tI01 TS CORNER BEAM ,,oLwNs \--HANGER 1 BIgM4 SEAT M BES 1 /4' BOLT --� HEALER BEANIN(} BOTTOM FLANGE SEAT TA. ;,-8 i BUT' COUN I �- PLACE'- RU' ILDI1It INOTE.- MC DEPARTIIVlfLJNDER ICORNER BEAM 4 P P.R OV REVISIONS .� K.. ' . M I IVI .. IMCE J r7ZA Vl M POST ING TYPE •. - 6.3 NarE: PLACE COLUMN AS SHOWN a" AT END OF HEAAEF BEAM 1 :... 8' , 11'- " A 1 Q-5" A g' 10'-1" A 'J" 95-699 A B 1q' 9'-1' A 9-1" A A 8'-3" A A T--7" A POST POST DESCRIPTION POST CODE MAX i HEIGHT A 0.024"'x.3."1SOUA-,--UM POST 81 B 0.0.32".i 1.1/2"TWIN.SCROLL 8' c .W. C QVERLEAF ALU. .0,'040" 12' 8-14-•96 p En tn�erl Sonvlcas 1-5-2Do2 Ate_Sqk Pis 4.-- in2 . i CC r cc ml 'TNam ZL-q In 41; — r : -4 PC- F IrLSTR&Ae& PNgL (ALUN..VO4-K56) it _w 2' R-125, R-12 OaIS? _0,10' (ALUMINUM -3004-4136) &V w6 o.ow w, x - - 4 INN v a &aw NAM= Alavi 3 1/2- X 12- STRUCTURAL PANEL 34 aw smwift lar qor-fr 0/c Ar 7V. 2: *C" RAIL TIP M ALUM. Ail" 4 we (AI.UM. 3004--K36) OR & f— WU 20), j ,4t UK 0- n -r- 'TO tj. PAV-2 r P01w - Is. -A SIX FM G Nov" Aff E- —4,74— 49 INKWUL -4 r 4 5, OA71_ lyw I 12n (D5 '.W'XTK=' HENWR W *- f061-r6N-Ut AWN) to036' srmmmm c%lp 56, ret4 Ick LlaS!5�0 EN�ll F - A -A&-92 Wx 'Ir law got. -2 3/4'- ;9mm mma T t ---T vi sk 4.00 ABESCO DISTRIBUTING INC. AWNING ANCHOR OR EQUIVALENT X mm Pwp V/16, 90 TT NOTE: ARESCO ANCHORS MAY BE USED IN THE FOLLOWING %LIM SOIL TYPES: SAND GRAVEL, GRAVEL SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL, CLAYEY GRAVEL, CLAY, SANDY CLAY, SILTY CLAY AND CLAYEY SILT. 4179'A. 4r'CM%k Au pwTs Zwc kao 2 1/2- ic 1/4' -7 GROUNOL INE OR /LIENMIT SPOV 2007m NOTE` A;jFRNATE �EPDXY CIDATING TO GALVANWING: -, Will PROVIDE A STATE APPROVED ELECTRO-STAIIC AP TED EPDXY POWDER COATING OF 5 MILL /10 2' OWD SCREa�_ THICKNESS, APPLY PER SPECIFICA110.4 NO. 12217 . 8 `VT r O.c 3 16 71 im 6 2 1/2" Y. 2 1/2' 3/16* x *24' O.C. 20 lo* V.4'. W VAX VWM "m 0i r. w smm mm ROULF-ORMED HANGER powrom 0Ln^vwv rxr� 15' x 1/4"L-, /16 TYPI 3W4-P.A6 A1.1110. ALLOY w of two "m "I W"a L 0 .39% @?A- or. M. UT �K _R 'A' It --I l'-0.75, �)VAWWD Al.,NSXAW iM:AV ROL,FORS K. lr (6061-T6 ALUM. At.LUY: 1v3�a-::3f ALUM. ALLOY) WL FAC 1_4 woeb 2 014 _j 4" Ex 1 7,14- S.-REWS cLAssic AL-4sxAm rAsaA W IMMW-D W/ FLEX- l6f.' STAIPLIM CLIP 4- 1 KAM/ . VA (flICIS 45 A". AkV) MffM_Q[M -C- ALUM. r.#4wG 4- a V NNAAL 6-� (a= 7Q i 1/'4* SCRr%l - mm, rff W 181AM 0 1, sus IF 30' ". 4-j in ---4 an= ow am -1 vi- 4V vi-. -1, 2- x 3 t/2' ig 20. GA. M STM. CHMW. ERWJrLT TYP- TW *0 901TOM A'"ACL-- I ?0 'EACM W/ 2 1/4', OW& SM 3' ALT.; tstfmCOLUMN.'O.CONCRErE oo"qmmomi a - 44 SUN me, N, "Wr OCIANIL FW 0.11rACHMENT At 80TIOM Aw i I 't /. V- -T armlun mcirma— . L 1111 1 0 I- --l! -4 9 IV �.Am KA, -cam omwm mm was w" 1/4- 3FL NAIS It/ 566 ,Tm 2- ;9 emy = "OL0% LPS PXW mr In T_ oft.111m WNW; COW ac CVA.ft SPLICE1-0 074* —Mma.=* STyp. czassma %a K 1 s• Tvg�' - %, in qtj:0r_ 0 qT0 0 Coe@am -amm &5C Nam 0 3 00' . ----I a lE_ RNAM COLUMN "A" ALVWINUM 3003-1-116) a !~ IKLTZ V, .3ae Tw SU 1/2* Aw*m IROLTS OR =4ftUPS RED HYAD SELF DRUCOLUMN =- AW.*10ft OR EQW. GAOUND LINE, 7W-. LMN. GRAC 1. EIDE ml. -4 1 5" ALT, CM -W 110 8017 1 1j4 Na X().%THKX ST. VIASIIR T_ "0wTl.01lmvllAWA OR MA 404 S4" fS N 3r3 .07021 caumm TUBE I r mm. AIJ PART9 TO ff. HOT -DIPPED Gk.VAMZEO OR ELECTROPLATED- OR ALT. EPDXY 00ATING- -AFLIY STAKE AWNING -,HAI--. NOT BF ATTACHFO TO MOBILE HOME SIDE OR ENDWALL .OVERHANGS_ AWNING SHALL 01 CONNECTED 10 A SOUR WOOD MEMBEIR OF THE MOBILE HOME. AWNING PAL AND/OR RANGER -4W! NOT DE ATTACHED WfM SlWS To- OVERH" IN TMS SPACE TOP OF MOULEHOME , r (NO LOAD APPUM TO OVERKANG) COVU .4DOr?OKAL 014 SMS- fROLL fOftk'D VAMM M MOBILEHOME WALL S11 -IM im IRWIT G= itieu;OR REAR No. 13657 or COOCH RTS *I" E 33145 OF v 1.07' a 375': 1 .42' T- I NVERKM r M. POV co"Qu." aqww (W43 -TS ALLAL ALLOV) NOW: USE MINIMUM OF I SKYLIG147 PANEL PER 4 HISIX PANELS OR WNIMLIM 07 I SKYLIGHT PANEL PER 12' Pk4E;_. 17 7 REVISIONS w" wffw e1*111M EnIneoring Ser icea 74 4WD FJLV^ PASIMS 2MI E. FM 0Q. mom Phomcm, m..RoTr PC BY: NTS STANDARD MO&�I% .j �. YE (LEXAN) NOTE. FOR 0" PANELS USE 0.024' NEXT TO SKYLIGHT. FOR 12' PANELS USE 0.018* UP TO 10- PROJECTION AND 0.024- UP TO 12'. mrpam W & V ataL Auan &V w6 o.ow w, x - - 4 INN v a &aw NAM= Alavi 3 1/2- X 12- STRUCTURAL PANEL 34 aw smwift lar qor-fr 0/c Ar 7V. 2: *C" RAIL TIP M ALUM. Ail" 4 we (AI.UM. 3004--K36) OR & f— WU 20), j ,4t UK 0- n -r- 'TO tj. PAV-2 r P01w - Is. -A SIX FM G Nov" Aff E- —4,74— 49 INKWUL -4 r 4 5, OA71_ lyw I 12n (D5 '.W'XTK=' HENWR W *- f061-r6N-Ut AWN) to036' srmmmm c%lp 56, ret4 Ick LlaS!5�0 EN�ll F - A -A&-92 Wx 'Ir law got. -2 3/4'- ;9mm mma T t ---T vi sk 4.00 ABESCO DISTRIBUTING INC. AWNING ANCHOR OR EQUIVALENT X mm Pwp V/16, 90 TT NOTE: ARESCO ANCHORS MAY BE USED IN THE FOLLOWING %LIM SOIL TYPES: SAND GRAVEL, GRAVEL SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL, CLAYEY GRAVEL, CLAY, SANDY CLAY, SILTY CLAY AND CLAYEY SILT. 4179'A. 4r'CM%k Au pwTs Zwc kao 2 1/2- ic 1/4' -7 GROUNOL INE OR /LIENMIT SPOV 2007m NOTE` A;jFRNATE �EPDXY CIDATING TO GALVANWING: -, Will PROVIDE A STATE APPROVED ELECTRO-STAIIC AP TED EPDXY POWDER COATING OF 5 MILL /10 2' OWD SCREa�_ THICKNESS, APPLY PER SPECIFICA110.4 NO. 12217 . 8 `VT r O.c 3 16 71 im 6 2 1/2" Y. 2 1/2' 3/16* x *24' O.C. 20 lo* V.4'. W VAX VWM "m 0i r. w smm mm ROULF-ORMED HANGER powrom 0Ln^vwv rxr� 15' x 1/4"L-, /16 TYPI 3W4-P.A6 A1.1110. ALLOY w of two "m "I W"a L 0 .39% @?A- or. M. UT �K _R 'A' It --I l'-0.75, �)VAWWD Al.,NSXAW iM:AV ROL,FORS K. lr (6061-T6 ALUM. At.LUY: 1v3�a-::3f ALUM. ALLOY) WL FAC 1_4 woeb 2 014 _j 4" Ex 1 7,14- S.-REWS cLAssic AL-4sxAm rAsaA W IMMW-D W/ FLEX- l6f.' STAIPLIM CLIP 4- 1 KAM/ . VA (flICIS 45 A". AkV) MffM_Q[M -C- ALUM. r.#4wG 4- a V NNAAL 6-� (a= 7Q i 1/'4* SCRr%l - mm, rff W 181AM 0 1, sus IF 30' ". 4-j in ---4 an= ow am -1 vi- 4V vi-. -1, 2- x 3 t/2' ig 20. GA. M STM. CHMW. ERWJrLT TYP- TW *0 901TOM A'"ACL-- I ?0 'EACM W/ 2 1/4', OW& SM 3' ALT.; tstfmCOLUMN.'O.CONCRErE oo"qmmomi a - 44 SUN me, N, "Wr OCIANIL FW 0.11rACHMENT At 80TIOM Aw i I 't /. V- -T armlun mcirma— . L 1111 1 0 I- --l! -4 9 IV �.Am KA, -cam omwm mm was w" 1/4- 3FL NAIS It/ 566 ,Tm 2- ;9 emy = "OL0% LPS PXW mr In T_ oft.111m WNW; COW ac CVA.ft SPLICE1-0 074* —Mma.=* STyp. czassma %a K 1 s• Tvg�' - %, in qtj:0r_ 0 qT0 0 Coe@am -amm &5C Nam 0 3 00' . ----I a lE_ RNAM COLUMN "A" ALVWINUM 3003-1-116) a !~ IKLTZ V, .3ae Tw SU 1/2* Aw*m IROLTS OR =4ftUPS RED HYAD SELF DRUCOLUMN =- AW.*10ft OR EQW. GAOUND LINE, 7W-. LMN. GRAC 1. EIDE ml. -4 1 5" ALT, CM -W 110 8017 1 1j4 Na X().%THKX ST. VIASIIR T_ "0wTl.01lmvllAWA OR MA 404 S4" fS N 3r3 .07021 caumm TUBE I r mm. AIJ PART9 TO ff. HOT -DIPPED Gk.VAMZEO OR ELECTROPLATED- OR ALT. EPDXY 00ATING- -AFLIY STAKE AWNING -,HAI--. NOT BF ATTACHFO TO MOBILE HOME SIDE OR ENDWALL .OVERHANGS_ AWNING SHALL 01 CONNECTED 10 A SOUR WOOD MEMBEIR OF THE MOBILE HOME. AWNING PAL AND/OR RANGER -4W! NOT DE ATTACHED WfM SlWS To- OVERH" IN TMS SPACE TOP OF MOULEHOME , r (NO LOAD APPUM TO OVERKANG) COVU .4DOr?OKAL 014 SMS- fROLL fOftk'D VAMM M MOBILEHOME WALL S11 -IM im IRWIT G= itieu;OR REAR No. 13657 or COOCH RTS *I" E 33145 OF v 1.07' a 375': 1 .42' T- I NVERKM r M. POV co"Qu." aqww (W43 -TS ALLAL ALLOV) NOW: USE MINIMUM OF I SKYLIG147 PANEL PER 4 HISIX PANELS OR WNIMLIM 07 I SKYLIGHT PANEL PER 12' Pk4E;_. 17 7 REVISIONS w" wffw e1*111M EnIneoring Ser icea 74 4WD FJLV^ PASIMS 2MI E. FM 0Q. mom Phomcm, m..RoTr PC BY: NTS STANDARD MO&�I% .j �. YE (LEXAN) NOTE. FOR 0" PANELS USE 0.024' NEXT TO SKYLIGHT. FOR 12' PANELS USE 0.018* UP TO 10- PROJECTION AND 0.024- UP TO 12'. �t-40ey" Abo(e ;1q �Q7 - �al� 6 41`7 U✓ _ yw 0 ELECTRICAL, MECHANICAL,F CONSTRUCTION ( NOT PLAN fid' 0 SHALLCOMPLY WITH CURRENT f\ OF NEC, UMC AND UPC. i P ew(frq�. � CQUN1'r CD -I7EPAFiTME See the attached 11 C®ritru $roti trr»ent f 2, REVIEWED BY BUTTE CO: FIRE DEPT. - I -CALIF: DEPT. of FORESTRY M approved as submitted approved with conditions %1 �/ e attac s eet. kD--:3 I�CTUIRES At4D SQUIPMEN L ENTS► / ALL STR ALL EASE OVERHANGS SHALL BE CLEAR OF Date FROM THE SIDE ARD Wature A SEt SACK OF � AND THE REAR PROPERTY LINES AN INE SHALL AD NTER F . FROM THE RANDEQLIEIPLIVIE� �C6�",E ALSTRUCTURES •.-EAVEoVEFjHAA - (� d i C ow Z6 o 33 0 1 m 0 0-0o , 4p > C= (Z5, < mz "J n td 1-7 I F f Ro ol Q. is I F f CO zc- i0 a 0. q - co C.n C3 S5 'ZI CO zc- i0 a 0. q - co C.n C3 S5 CO zc- i0 a 0. q - co v e )ec4 Zg C) cl "q Ike 115 APPROVED Burse County 26vironmental Health Date Signature Environmental Healtt N O V 2 6 2003 7 County Center Drive Oroville, Ca M APPROVE® County n mental Heae 8- � o� ate d Signatu �g-vc 37 t,�s rr� � 7xaJ„i Uma Building Permit Number: Owner Name: eo(-C, Residential Construction Requirements IMPORTANT 03-2&b3 This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also he required. Note: We will nor rnally 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 sternwall 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 I foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: Owner Name: Parcel lies within the State Respqnsibility Area (SRA). Comply with attached requirements. &k -ptA-,aLL& o -,/Or re --x-6 Fire sprinklers are required in this structure. The following Parcel map requirements shall be met: All structures and e ul ent including over�angs shall be clear of all easements. A setback ofO9*eueyt cm the side 9t?ee-'Pftom 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. ItExpansive soil may be encountered on this, site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. ----------- ..j 0 q G, -4 -P MAI, Al"10 Lmnlr,AL, NIECHM �a -D CONSTMICTION ( NOT PLk-0N4 CHCE-AUKE SHALLCOMPLY WITH CURRENT EDMON OF N150, U�,A� AND UPC - AAC NOTE: -QP ..,e the attached page's -0 V114 . vt 8 U17`77 co", u \1 ! J" i 'IT hA tj L 0, i y �E IE ED By PLY :IRE DE oi FOREST su mitte R V Unj 8 E CO FIRE DEPT. CALIF. DEPT. of FORESTRY e napproved as subrrfitted g, approved with conditions s eet DING c js eet. 3 STRUCTURms p4t) Eclelpi��Trlw= Date OVERHANGS SHALL ISE CLEAR Of ALL EASEMENT& ------ FROM THE 61DE lk"D A SET SAPP" of pRC,peRTY LINES AND ��Rotqj THE BEAR BE AD CENTERLINE SHALL , r -ROM THf F10 ECAJ,,IPMWT —r-XGEP "STRUCTURES, AND VLFEA 00� E40\-JERHN4e'- see, C"t *,�/ _.�f 1. 0J=f--_I opr -2:s a-% snown. 0 V .6 Q TL ry iz ClAbiI C��ID -TRU5S OX -1 T U 0S 1 (0 /6 N 104B.4= &-0 o.e- V P. FLA6t-i W4, rzt5oz , 1-11 W r- RAD C / 0 pr ?;0V 1, OPT. .4 x 4 - f -v-n F, it 1. nauea as snown for the appropriate material. 'C3 4J.- 4) 15 E EXTERIOR SIDING C.I 0 a -CC S"G SCHEDIME "All PIYWOO: 8ds @ 4" o.c. Edge At IIIII F- 8d'9 @12" o.c. Field . . . 1-. , C, C kA Z� NAs- 4' 8d's @ 6V2" o.c. Edge 8d's @12" o.c. Field v I Z_ *214 P113L. 'fe)P PLA -r&5 L, MANSONITE PANEL SIDING:JCLADW00i) SIDINCi 0 Z Aq �)o ra so r. F M F4'0. VJ0Mr_ EAT �d's @ 6" o.c Edge 4 -r.,(Pe "-A" 4'�P 6KI>. it Al - TO Re, 8 d'i (a), 1.2 k PLOOK 4710 NAIL /kAJAUL 14. S tj MiNTVA r- 0 W/ ng Nail 5116" HARDIPANEL SIDING- 4COLE9, ox, 6-1 V10 0 A' I Iga Galvarlized Roofi' rJ-0,' (AIZZE. ?_-Y"MiAJ 1 1 4-1/2" long at 4" o.c. & 12" p, F -TU R 4-r tC.) A kAt4a G Y, o C c -7 4)-e. 6' Q C 6 H II AT%A VJ 3/c;2�' L w cX-t4 V %J 6ECT1 0 W - B -B �Iqyt- 1.3 ca TURE it �54 A Iz. HEALTHSAM &I C.00F. WIWfI hik& 2 15 LA aft ached APPROVED USH 2-2x4S H;U= TOQMM'AT III JODffS suIvECT TO NOTED ILI iA r -u- 91, �0 i rits C11 0 Approval a wrly wil - M deviation fr�m ro"kwwft of applkaWe State laws and' "I SOTF_:Ft� 13, t -9. 1 1 '%' I GENERAL NOTES TO HAIre-H Hr4lp- regulations. t,..FA'0- Ho' ti C, III Pages HOMe 4-ADINdl 415 a 1-1 OTE!�, /..P N. I T Sto""�alifomia 1�4 > �K Design loads: -Roof '20,30 P.S.F. I IfI �ive Load: D rtm a ng cuid Community Development Roof Qead Load: 10 PI VI AND STANDARDS 15 Wind Load: 80 MPH EXP. C 22.6 C> 0 s Dcas d z,-- 2. F "oting "hall be placed on firm undisturbed soil or compacted' engincebid fill.. Max. soil bear 9 Pressure- Of I 000!P8F 0J I design 0 SIMPSON 9, AD 22 H01_1)0 WA -5 4 3. L " I - Se &' '-2-91-1 / / /* A.7- gtjos or- Pip-,& 10" 'A. I -r-e P. IoPA NO. C1 31d, W.5A As 3. Con6retc: Concrete to have a minimum of 2000 PSI breaking strength at 28days. I . I . 1, . 1 1. -ZY,'I- V/I Reinforcing steel. ASTM'A615-40. :7_ lz*.4 P7.1% et-A-ra I) i -I - 1 (49 ezo 0 Iz- This Plan ApprovW &4irn PBL. TKIt-Itir-P, HOR 2 %1 L L it (z V4 4. conc. expansion anchors may be used at occasional plate break instead of A.B. _J PA D -k�Sibject ft Approval of Local Enforcement Agency) t .5. All coastruction qhall V4; hi accordance with Chapter 23, 1994 UBC. &LO Lj.o" Z," is )q?l z &/IF 1k N sliAlV6i 1"+," opn to ta e -.7 e C, unless otherwiseshown.heron. z -AFT 4v* HP11Z A7.. The interior face of th :garage wall &4jacent to the*n&I home shall be sheathed with minitnum V. PC X gypsum board nailed with 6d cooler nails at 4" o.c. and at all ed6-_s- All edges shall 4 eowr 0 f 5/8 " FY it be blocked with 2x lumbor. I z ^I IAJ P -A Ve 5,(DZ- 8. Wall - adjacent to the mfed. home shall n6t have any o except a. door. The -door shall be AII I- P -O' rc> -0 4 1 -0 11 tiglitfiluing, 1-2/a" S Self closiilg. Tenings. olid cote and 9. Each installation shall,have all identification tag, gi -i 'the name an'4 address of Mfg.. standard . . ...... plan number and desi 'i ioads. ving ALT DEL8.1-11- C_ L P " 91. Ia 1Z)00/z .1 -)AY.. C- Ptq C. IT -or Loczi_nsp /-ir opr-0s)M- wPILL 10. A private. -garage may be loIlimptliately adjacent to'die rnfled fiome -if file,interior of the e- A L �Z- I _9ARAGE FLOOR PLAKI garage wall adjacent to ii' < ite infg�. home is constructed lof materials appro /,;d for one-hour fire -resistive 6CALe construction. if there arc orknings ift die infiled. home wall adjacent to the garage wall, a minimum of _J three feet separation shall be q"iamtai!iqd. A minitntim.of six f�et separation shall be maintained between tile. L it the requirements for one-hour fir�_resistive e ga tell does not me AL Mltkw, INICAL, AND PLUMBING nfg'd. honle and a�pri4i ragi'whi ELECTRIC 9 111 ''' I, I . ... �z" A.F.A. K Kir E: G> H e k\[71-1 I N PREfzAB -rRU5S9F:5 CONSTRUCTIal ( 40'r PLAN CHICECKED P,00Fz K101CH -110P PLA-ri5_ it �EE Non I 5�$2. '3Z/l(a I -JAIL J A. -6H F-AIII W -4 Pr< EE rt -1. 5 C� P TR V .151>e_ 5 SHALLCOMPLY W ;H CURRENT EDITION Lo I('" C>P�' z 4 .0. 4. P- A, - RA1 I i BARCiEr RAFTER P)51., PLN -TC -c_. P 1 /1 G 14 N L_ --V. 6 6 4 UPC. 0. 5Pe.1C--5 17,11-1 F'1(5LC> OF NEC, UMO A ID One-butir firo-raistivo con4ti w.;tion shall be: 5N'type "X11 gyp. bd. applied to the interior face of thewail, 5- J&,4; nailt-Al Wi3i 6,11 c"&'ar nails �t 7" c.c., 411 edges blocked, all joints taped. or 1/2" gyp..bd. sh athing applied e to the exterior face of the Wall., III with 64 cooler nails at V c.c and overlaid'with m in. 3/8" exterior PeTAIL a siding nailed as shown hefoon. & (911 71977-�II 2 rA C. I A, -Z X 4 6 9 A C 15 S %\/I 0,L ZP_ 15 14 P a f 5 KA ex__ A 1, 19 K, AT I- mp t:�rAce-r,, -ro oPoositfe 4.10e' C)i= Kip4jr-_ Ze 1�>l PI N&I *Z -A 5LOCKINCi 14AJL EV115t-410F, :�40)W� -rV DRAWN i4Agp_ P4 r P -1i -- !L.* -roe It. W1,1ALL 2 6 1z e 16 P.. -5.A '#217.6. Z)<. 15CK�j 11 L 4'F:- 11 e uo H ot-1 1:-r Z-1 C> -e-. 20 P-5-te, -*2PA; CHECKE 44 0 E 61 15 -TA, I L e Zv( 13LYJ DA OV15KH 6. "or 14 A-�_,2 ,� 3 6/26/oo 8 UTTP C UNI JSCALE kILALDING DE_ -11, R T Z 6 f Z 0 X5, r. I A P_ A.' r Al,le.Hop, a CA. S I & A F C JOB No rKV64� 4 e-1 IRA\' r;.L- 0 F r -ryp, z P. Ia. -T2,2 7-4 MA'k A�4 M^V- 4 P V 00 0N4 H A, N ROOF RAFTER FRAMNG WIvIBERS AND 0o Judi-Ucic SHEE!r PREFABRICATED TRUSS CALCULATIONS AND SPACINGS SHOWN TO BE USEDYORALL 7r- - J3�-. 'Po o L H DETAILS SHALL BE ON SITE.AT THE TM GARAGE WWTHS: 20- TO 24' MA,-$D4UM T t Tl� I L DE rAl L OU -00 E F� PfF OF THE FRAMING INSPECTION -ro e54A, L E_: it 1611 CROSS SEC ;Wlq =1 - it ALT. (::�42055 -S- Eel 101,1 G ROOF -:r;- CA% LII. Is Y4 - 1/0? / d) -&' q OF SHEETS