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027-070-084
27-07-9' E3Lfj Bruce Chor j el 754 Citrus Ave., roville Permit50-77P,E (utill./MH) ELEC. GAS SUPPORt ST UC. COMPACTION TEST AIW �27-7-7, co*..Lincq,ln Village MH PErmit #2870-78MHI Issued ?�... 027-070-084 05-049 VR'10ELET, GARY 6754 CITRUS AVE, ORO\/ .E Cont: REDLINE 1N )N NEW MH ON 027--070-084 05-0746 V INCEL.ET & WARD, 6754 CITRUS AVE, P LER / Cont: REDLINE IN i r NEW PRI DET GA GE\� r6754 27-070-06fi PERMIT#96-MiA EFORCE , Ryan,-, 7Citrus Ave., Orovilleg Exempt Permit -Feed & Hay Sty 19 05 04:48p ju. e run�jon Sr -1 772 3562 ,inV11; LU tA.1, 1 541 1 -1)16 GOLDEN WE ;T HOMES SLS 4 < .......... ... OL T7 -7 ii p 64-4 )IPAA X151, cry I =HV.11 I VA IA J. CD E— APPROVED cn Butte County W= 3O� cc !,5vironmental Heal D a E AL HEALTH Cl • ignatu '1 FEB 2 2 Lzj5 � STA i25 , 7 COUNTY CENTER DRIVE rn 6'-4 3/4' 1'-0 3/4' 318* 1'-3 If2' 5'-2 3/4' 5'-8 3/4' 3'-10 V21 314' 4'-0 3/42 STANDARD CARPET - LIVING ROOM DINIwl ROOM FAMILY ROOM ---------------- STUDY BEDROOMS 2 4 3 wo LINO LINO MASTER BEDROOM TOTAL 141•-0- LINO 3 -b 30-0 W1 OFT. GLAMOUR BAT14 ADD TOTAL 15F-01 0 LINO LINO i ---------- OPTIONAL CARPET 1////A ------ Fz' L11A , 71.pi (a)VPSF 30 PSF &0 P5F -w Q 20 PSF (D 20 PSF 1 20 p 30 PSF GUEST EATI4 SCRAP MASTER BAT 10-0 30 PSF PSF D330PSIF (D 30 P5F 3 30 -------------- r 14-0 , N UjlTCPE- LITY S -0L140 BONUS ROOM 8.0 13-6 x 60.0 030 P -F 4070 PSF 0 701F F 70 PSF Q 20 PSF 30 PSF 2 30 PSF 10 30 PSF 9 El El 30 PSIF 0 ----------- ----- Llz z 00 0 13.6 x 10.0 ----- LINO- 13-6 51-0 CARrET mTT Do 00 LINO0 L F-1 Is, -S V20 3'-11 5,Z' 4'-5 # ONLY) + ■ (20# & 30# ONLY) 13'-6' CARPET LAYOUT PIER PIER FOOTING SIZE REQUIRED (SO. IN.) PIER PIERTY FOOTING SIZE REQUIRED (SO. IN.) 11 PIER J'APILII FOOTING SIZE REQUIRED (SO. IN.) PIER CAPACITY FOOTING SIZE REQUIRED (SO. IN.) O�rl (LBS.) 1000 SF 1500 PSF 2000 PSF — 1000 PSF 1500 PSF 2000 PSF NO. CAPACITY — (LBS.) 1000 PSF 1500 PSF 2000 PSF NO. CAPACITY 500 PSF 2000 I (1-13S.) PSF No. (LBS.) 2000 28 192 144 4000 1 576 1 384 ?L8 6000 864 576 432 n7 10000 1440 960 720 2500 3680 4 240 180 Q) 1 5000 j 720 1 480 1159 768 576 T 1 12000 1728 1152 864 GOLDEN WEST HOME S DRA 114G TITLE CARPET & PIER PRODUCT MODEL NO. GOLDEN ESTATE GE 601K-04 SO. FT. 2.430 DATE 12-11-03 2;g4 ,4p ALBANY DIVISION 2445 SM PACIFIC BLVD. SUPPORT LOCATIONS ALBANY, OR 97321 541� 926-8631 Phone DRAWING FILE INFORMATION ALBANY DIVISION (6- WALLS) DRAWNJ. HENRY SHEET REVISED —A2 800 858-3552 Fax rn Jan 19 05 04:48p juey e runon 5cQ 772 3562 --• �, vv: iu tAA 1 541 'I18 GOLDEN WE3T HOMES SLS i , • �J "vim : JILDI 2 DE,, of ',p,�, J e �- t� p OL cm 46 T7 V- =� -91 0. LLP3 )QUA >twrt� ,•1 i p.5 oP 0 uja �U- Z UJ m 00 0 V 0 cc0 55 fc f o- e O o E- u C ` N L Fdmiov on �C730.o� gy.tn •a .o Oc•a..o NOTES RESIDENTIAL PERMIT NO. _ 027-070-084 05-0746 VINCELET & GO►��j 6754 CITRUS AVE, PALERMO t Cont: REDLINE INSTALLATION NEW PRI DET GARAGE ) i " t r i. I +k i� i J i SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) to Signature CHECKED BY J=OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date DECKW, COVERS, CARPORTS, ARAG (Plans) OK except #'s ing Requirements-Setbac - asements p ootings; Soils -Size -Depth -Spacing -Connectors -Steel . Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. C , Windows -Doors ric r g.; Sills-Anchors-Studs-Rftrs-Trusses Sing; Nailing -Veneer -Stucco -Mesh 1 oof; Shthg-Roofing _ 1J,'Ext eps-Doors-Landings �� • ip- d 5 1 raced Wall Panels I Date Date 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Soils; Compaction -Structure Stability 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 4. 7. Well Clearance & Disconnect Elec.; Pool Lighting; 15 Volts-GFI 8. Utility Clearance T-Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. i Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit I 9. Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 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 DECKW, COVERS, CARPORTS, ARAG (Plans) OK except #'s ing Requirements-Setbac - asements p ootings; Soils -Size -Depth -Spacing -Connectors -Steel . Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. C , Windows -Doors ric r g.; Sills-Anchors-Studs-Rftrs-Trusses Sing; Nailing -Veneer -Stucco -Mesh 1 oof; Shthg-Roofing _ 1J,'Ext eps-Doors-Landings �� • ip- d 5 1 raced Wall Panels I Date Date Card B-1 Date - - W Card B.1 Card B-1 Date Card B-1 Date POOLS (Plans) OK xcept #'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 T-Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. i Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit I 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Liqht 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.-/ /" 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 -8lockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Siding -Nailing Veneer 11. Water Pipe; Test -Anchors -Regulator -Service Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric Underground Glazing Area -Glass Protection -Skylights -Plastic 13. Plenums & Ducts; Clearance -Material -Support -Ins. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation Infiltration -Walls -Windows Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 23. Fire Sprinkler; Test Fireplace or Stove, Clearance -Hearth 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 75. 24. Fixture & Transformer Clearance -Ins. Protection 76. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 77. 26. Size Boxes & No. of Conductors Stapled 78. 27. Romex Installed Close to Edge of Studs & C.J. 79. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 80. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 81. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 82. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 83. 33. Equip. Clearances Panels-Motors-Mech. Equip. 84. 34. Clothes Closet Light -Shower Light -Spa Light 85. 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground 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 95. Card B-1 Date Card B-1 Date 96. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 41. Sills Proper Materials & Anchors Card B-1 Date Card B-1 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr, Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters 0 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: RECORDING R.EQUESTED.BY: AND WHEN RECORDED ivIAIL TO: BUI"fE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded I-Iiov-•2005 2005-0066526 Has not been compared with original BUTTE COUNTY COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED .HOME (MOBII,EHOME) OR CONTMERCIAL 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. GARY VINCELET, CAMBR.IA WARD ETAL REAL PROPERTY 0WNEWLESSOR 19 ROSEMEL COURT MAILING ADDRESS OROVILLE BUTTE CA. 95966. CITY COUNTY STATE ZIP 6754 CITRUS AVENUE INSTALLATION MAILING ADDRESS, IF DIFFERENT PALERMO BUTTE CA 95968 CITY COUNTY STATE ZIP SA lvIE UNIT OWNER W als, propeny o�ancr, Write'SAME-) SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL. AGENCY ISSUING PERMIT end CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUA-1•Y STATE ZIP -05-0490 (530 538-7541 �BUILI GPERMITNO. TELEPHONENUMBERR J� SIG URE OF LOCAL AIZENCY OFFICIAL DATE GOLDEN :PACIFIC-CHICO DEALER NAME (if nat a dealer sale, write "NONE") NONE DEALER LICENSE NO CMH MANUFACTURING 2005 8715 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAM£R:UI.IBER. ALB029425ORAIB/C 60 x 40'6" ORE47443/4/5 SERIAL NUMBER(S) LENGTH a WIDTH [NSIGNIAfLABEL NUMBERS) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 027-070-084 9531 s=IOELITY 14ATIONAL TITLE RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Gary Vinaelet 19 Rosemel Court Orcvllle, CA 95966 11004/005 O_121111213C, e* ES Recorded OffiClat ROCurds County B�GP BUTTE MYDACE J. GRUBW Rocarder RGSE� DIt' -WI Assistant 09 c W4 17^Jun-EM I REC FEE 10.09 TAX 88.68 1 1 t t 1 Barbara I Page I of 2 SP410e Abws This lino for Romrdor's Uw Onty GRANT DEED File No.: 0403-1458072 (CB) The Undersigned G7arrtor(s) oecWro(s)= OOMMENTARY TRANSFER TAX $38.00; CITY TRANSFER TAX MOO; SURVEY MOa,UMENT FEE $ [ X ] cxnPJted on the wnsidOration or full value of properly conveyed, OR [ ] computed -the consideration or ful value less value of hens xrd/or encumbrances remaining at t1me of Sale. [ X } unincorporated area; t ) otyo', and FOR A VALUABLE CONSIDERATION, receipt; of which is hereby acknowledged, Ryan A. Usforce, an unmarried man hereby GRANTS to Gary Vinaelet; an unmarried man and Cambria Ward, an unmarried woman`as joint tenants the following described property in the unincorporated area of , County of Butte, Stag of California: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL, MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE cou»TY OF gUTTF, STATE OF CALIFORNIA, ON OCTOBER 2, 2003, IN BOOK 198 OF MAPS, AT PAGES) 24 AliD 30. Dated: y AOL Mail TZX staternerr+s ca: SAME AS ABOVE Description: Butt@,CA Documant-Yeas Do CID 2004.36183 Page: 2 cf 2 order r : " Comment. FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMITS NUMBER: 05-0490 Address or location of unit: 6754 CITRUS AVENUE, OROVILLE 95966 Legal Description of Real Property: 027-070-084 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: GARY VINCELET, CAMBRIA WARD ETAL Owner's address: 19 ROSEMEL COURT, OROVILLE 95966 INSIGNIA OR HUD NUMBER: ORE47443/4/5 SERIAL NUMBER OR V.I.N.: ALB0294250RA/B/C MANUFACTURER'S NAME: CMH MANUFACTURING YEAR: 2005 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513C 10/10/2005 09,33 REDLINE INSTALLATION 4 5382140 NO.518 D02 .'DEPARTMENT OF HOUSUjO AND COM AiK# i1' DEVELOPMENT i :: c:i - : rz _ cc-�=.' OMStON OP COflE3 AMti ®Tkt.DARD3 r: ?. - :"8740.1-93._ F :MANUFA0UREDNOt151NQ OORIW IVIA I=A TIJRER.QER lFj.PATF :0FYORIGIN' CHECK IF THIS 18 A DUPLICATE MCO•ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTIUNIT MANUEKTUBED HOUSING NUMBER OF TRANSPORTABLE SECTIONS 3 )D SFD (SINGLE FAMILY DWELLING) '❑ MUMH (MULTI-UNIT MANUFACTURED HOUSING COMMERCIAL COACH: ' OCCUPANCY GROUP MANUFACTURER NAMfi:... • MANUFACTURER LICENSE NUMBER; CAH .pllNliFA=lN6_Wm,. INC, :1�112fhSA MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE. s r r. ' CI star. z+ MANUFACTURER, TRA MODEL- NAME ANDtOR NUMBER: • . . DATE OF MANUFACTURE. MOD YR c F 111 I tl NAME .D ER OR TRANSFEREE (OWNERSHIP TRANSFERRE � : ._ ,. UF, OFALER NUMBER OR DATE OF TRANSFER: �:.' .. TRANSFEREE DESIGNATION: GOLDEN PACIFIC-CHiCO.'.'` • • :........ 87128!05 iE DREeS: (SPAW7 R i 3 CI State Zi INVENTORY CREDITOR NAME; INVENTO CIT DRE S: - sues .7RILLI0E i0,D..`p4'FLO0R,, HFFM ESTATES, IL W192,. Ct Sate' ) SECTION . fAANUFACTUAER SERIAL NIJAMEW :.." "CO IN3101111A OR MIO L/l IES KIMIER ,; }, LENGTH . *Mnlm WEIGHT a INCHES INCHES (POINDS 1 A).B0i 4250R R ORE4*U 720 162 Z9, 351d • ' RE 74434 ' 728 .162 24,3m 71 fm 0429om r,. n ti .* TRANSPORTER NAME:.:...: TW30ORTER ADPRESS: - 9vea1 .. y $419 Z OEBTINATION FOR UNIT DESCRIBED A80VE: .. 6aM C' 61w� tZo + pA,dy �IdO! W-ft d pwl av N!OM 9ta Ims'd IM tib4 0! Cali/On1da abm tam &wmo MW ooi►tie"i . ,.. ....... _ .u.. %� sm"TuRE OF AVTNORa" AGENT: • '' l/ l T ` 9ti(IRili'(1ti(1: �:;' ORiW177Ai (IRj' ; �; �••:,j'ORWriiD TO TttE tKVEHTORY GRED110R. UkL€�9 TkERE f5 kOkE 4tS€N FO.R19 T¢ TME PURC_-NAtigR,DEALER ®R TRAM£FEREE6....,j; "! ' ..COPY_1 MN►1E1::.:.;:rfoRWAROTO THE DEPARTMENT AT,P,0..@OX 1928. BACRAMENTO, GA 9be12-1829.YNTwIN iIvE I310AYS OF ItE EAEI,'-:.- _f-R «`:::.•..:: � . s .. COPT 4 IrEU,Om DELIYRR TO THE SPOMR O ACCOIAPANY TWE UN(T TO rrS OESTMAnoya. . • • COPY ] tggi NROD) ; TO BE RETAINED BY ...... ....:. NCO 485.0.9be i : (7187) - - - .. - - - — :I . - . - •^ _ -r . ..�. � _ - .J ✓ 46 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. use ONLY Piot Plan Artachad Row Men Atnachad Sant to B.D. ! caner Location AP# Plan Approved for: Sewage Disposals_ Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: nme al Health Specialist 8/96 Date CDF FIRE SAFE REQUIREMENTS ��1Ve AP# .2r PERMIT # 05- NAME Under authority of Public Resources Code Sec. 4290, the following checked items are rVed by the Butte County Fire Department and made a part of this permit. These requirements are D minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. T Driveway Standards 1N pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. I T 0 Radius Driveway [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet r and additional surface width of 4 feet shall be added to curves of 50-100 feet�i radius; 2 feet to those from 100-200 feet. Pq 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 T feet radius. K Pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. Pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. Pq Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U Pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates Pq 1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. r �+ 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T T 0 L' . . Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 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. [ l 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Buildinq Setback is -15t 30Feet: ✓ Class A or B roof ✓ Enclosed eaves [ ] If Buildinq 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 side toward property line with insufficient setback ❑ Interior automatic 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: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials Date r ig E I R E M E N T S CDF FIRE SAFE REC, UIR,EMENTS v/���z---- AP# '27- %D — �j S' PERMIT # 05- '� NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required T by the Butte County Fire Department and made a part of this permit. These requirements are 11 J1 minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. T Driveway Standards [XJ Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall r provided unobstructed access to conventional drive vehicles, including sedans �1 and fire apparatus weighing up to 40,000 pounds. I [X] Grade. Not to exceed 16 percent unless paved. Radius Driveway [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. Pq 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 T feet radius. x pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [XJ Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. pq Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T T S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 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. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or 1 removal to a landfill site approved by the local jurisdiction of flammable vegetation and T fuels caused by site development and construction, road and driveway construction. x Disposal shall be completed prior to completion of road construction or final building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof R ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — E ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: o Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials E [l M E a -a7_ aS� N Date ignature T S f CDF FIRE SAFE REQUIREMENTS AP# p27—Q %- 6Y4 PERMIT # 05- NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required T by the Butte County Fire Department and made a part of this permit. These requirements are 11 Jl minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. pq . Grade. Not to exceed 16 percent unless paved. I Im S Radius R Driveway pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. pq The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. R pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. pq Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. R Gates pq 1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. r �+ 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T Im S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements If Building Setback is 15 to 30 Feet: ✓ Class A or B roof ✓ 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 side toward property line with insufficient setback L3 Interior automatic 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: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials C3 Date Signature Is E Q U r� U MIL MiTek Industries, In � w Western Division > U"j 10 3140 Gold Camp D Suitt 140, Rancho Cordova, CW0567V ,a 1-800-772-5351 UOD �O L MB-E�. 5321 EASTSIDE ROAD REDDING, CA 96001 PHONE: (530) 244-0700 FAX: (530) 244-3329 TRUSS ENGINEERING & LAYOUT Client I cel C'2 Location I.D. No. Date: O Job Info U0.0 ...0(L =a J WARNING: DO NOT CUT- OR ALTER TRUSSES TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE HIB -91 SUMMARY SHEET COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES I.C.B.O. RESEACH NO. ER -4922 105 SE 124Th Avenue . Vancouver, Washington 98684 Phone: (530) 449-3840 Fa)c (530) 449-3953 N E R-QA275 'MOSS LUMBER �Oj[1 EASTSIDE RD. Name: 24 REDDING, CA 96001 Address: Telephone: 244-0700 2 4 x 2 4 Fax: 244-3329 Telephone: cale Date: 8/15/02 lDrawn Job Truss Truss Type Qty Ply Garage Well L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 R1286961 87204 AE FINK 1 1 MI120 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.19 Vert(TL) -0.00 Job Reference (optional) Moss lumber, REDDING, CA 96001, Randy Hamden W it 6.000 s Jun 17 2004 Mf rex Industries, Inc. Tue Jul 13 14:31:17 2004 Page 1 i -2-0-0 + -- - 12-0-0 24-0.0 I 26.0-0 2-0-0 12.0.0 12-0-0 2-0-0 Scale - 1:45.4 44 M1120= 10 11 4x4 M1120= LOAbING (psf) SPACING 2-0-6 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.52 Vert(LL) 0.00 19 n/r 120 MI120 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.19 Vert(TL) -0.00 19 n/r 90 BCLL 0.0 Rep Stress'Incr ' YES.'. WB 0.04 Horz(TL) 0.00 1.8 n/a n/a ' BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 114 lb LUMBER TOP CHORD 2 X 4 DF No.1 &BtrG 80T CHORD 2 X 4 DF No.1&BtrG OTHERS 2 X 4 DF Stud/Std G BRACING TOP CHORD .. Sheathed or 6-0-0 oc pudins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS Qb/size) 2=372/24," 18 ,372/24-0-0, 28=138/24-0-0, 28=13024-0-0, 30=131/24-0-0,'31=130/24-0-0, 32=134/24-0-0, 33=10824-0-0; 34=20324-0-0; 27=13624-0-0, 26=13024,0=0, 25=12824-0-0, 23=12824-0-0, 22=13524-0-0, 21=10824-0-0, 20=203/24-0-0 Max Horz2=12Qoad case 1) Max Grav2=592(load case 2), 18=592Qoad case 3), 28=146(load case 2), 29=1570oad case 2), 30=154oad'case 2), 31=156Qoad case 2), 32=147(load case 2),.33=1730"d Oase 2), 34=2630oad case 1), 27=146(load case 3), 26=157Qoad case 3), 25=151(load case 3), 23=155Q(?ad case 3), 22=148Qoad case 3), 21=1730oad case 3), 20=203Qoad case'1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/94, 2-0=7829,3-4=-38/9, 4-5=28/14, 5-&=-30/13, 6-7=30M3, 7-8=30/14, 8.9 30/13, 9-10=31/0, 10-11=31/0, 11-12--30/13, 12-13=-30/14, 13-14=30/13, 14-15=-00/13, 15-16=28/14, 16-17=38/9, 17.18=7829, 18-19=0/94 BOT CHORD 2-U=0/0, 33-34=0/0, 32-03-0/0, 31-32=0/0, 3Q-31=0/0, 2930=0/0, 28-29=0/0, 27-28=0/0' 26-27=0/0, 25.26=0/0, 24-25--0/0. 23-24/12, 22-23=0H2, 21-22/12.20-21/12, 18-20/12 WEBS 9-28=126/0, 8-29=138/0.7-30=135/0. 631=135/0. 532-138/0, 433=119/0. 334=195/0, 11-27=126/0, 12-26=138/0, 13-25=135/0,14-23=136/0,15-22-138/0.16-21=119/0, 17-20=195/0 �`` NOTES V �Q 1) Unbalanced snow loads have been considered for this design. 2) Overhang has been design for 2.00 times live load + dead load. 3) Ail plates are 1.524 M1120 unless otherwise.lndicated. Q 9,QF ESS/p 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. ��� C• A�F 6) This truss has been designed for a 10.0 p9f bottom chord live load nonooncurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This chord ss design allows for the following max. bolt holes along the member cAines spaced a min. of 0-" apart 0.500in in the bottom C 17180- z LOAD-CASE(S). Standard. *....EXP. 06/30/05. .* . k tS� CIVIC gTF�F CAI- July ALJuly 14,2004 A WARMW - 9erf/y aeflgn porarrsrep=re "d READ ROPE8 ON Ma ABB 0c mal) Aa4EH REFERENCE PAGE AU -7473 BEFORE US& 7777 Greenback lane Design valid for use only with Welt connectors. This design Is based only upon parameters shown, and is for an Individual building component. Suite 109 Applicabfiy of design paramenters and proper incorporation of component is respotisiblity of buildingCitrus Heights, CA, 95610 b for iateral support of Ord victual web members on tem designer- not buss designer. Bracing shown erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consul ANSI/TPI' Quaky CAteda, DSB-89 and BCSII Building Compoononf Woke Safety information avallable from Truss Plate huiltute, SB3 D'Onohlo Drive, Madison, WI 53719. ,v," Job Truss Truss Type Qty Ply SPACING 2-0-0 Plates Increase 1.15 21095 A FINK 1 1 814082110 Moss Lumhar_ ltpnnwr; rA cannl Vert(LL) Vert(TL) -0.17 8-9 >999 M1120 220/195 (optional) U .,... w< <o rv.a•r.ur cvu�r rage I 2-0-0 6-4-14 12-" 17-7-2 24-0-0 284-0 2.0-0 6.4-14 5.7.2 5.7-2 64-14 2." Scale= 1:45.5 A nn RR 05 = 4 4X5 = 04 - 5x6 = 8-3'4 8.34 Plate Offsets (X,Y): (2:0-3-2,0-0-21,(6:0-3-2,0-0-21,(8:0-3-0,0-3-0) 15.9.12 7.5.8 24-0.0 8-3-4 LOADING TCLL (psf) 35.0 SPACING 2-0-0 Plates Increase 1.15 CSI DEFL in (loc) I/defl PLATES GRIP TCDL 7.0 Lumber Increase 1.15 TC 0.60 BC 0.44 Vert(LL) Vert(TL) -0.17 8-9 >999 M1120 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) -0.24 8-9 > 999 0.07 6 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 94 lb LUMBER BRACING TOP CHORD BOT CHORD 2 X 4 DF No.1 &Btr-G 2 X 4 DF No. t&Btr-G TOP CHORD Sheathed or 3-9-2 oc purlins. WEBS 2 X 4 DF Stud/Std-G BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (Ib/size) 2=1342/0-3-8, 6=1342/0-3-8 Max Grav 2=1454(load case 2), 6=1454(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=51, 2-3=-2713, 3-4=-2342, 4-5=-2342, 6-6=-2713, 6-7=51 BOT CHORD 2-9'= 2486, 8-9 =1708, 6-8 = 2486 WEBS 3-9=-493, 4-9=651, 4-8=651, 5-8=-493 NOTES 1) Design load is based on 35.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard C X79$0: EXP ,06/30/105. ,q Chill. OFCAI.f October 28,2004 A WARN IG - Ver f/jy design pammetes and READ NOTES ON T6rS AND WMVDSD DgTp,NREFERENCE PAGE MU -74.73 BEFORE pig, 7777 Greenback Lane Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 109 • Applicability of design paromenters and propel Incorporationn pong shown citrus Heights, I Is for lateral supportdii al component is bracing toInsur of stability designer- not truss Is designer. Bracing sf the 9 CA, 95610 erector. Additional pemwd hent bracing of a ov all structure h the esponsiiorary tthe building designerr.For generall guidance regarding of �a fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPI1.QvaIHy Criteria, DSB-99 and BC511 Building Component �/ Salety Intorrnatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. M 111 October 29, 2004 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 6761900 MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with IOd nails at 12'o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Redong (Ray) Yu, P.E./S.E. Regional Vice President Western Engineering Operations RY/ek STANDARD GABLE END. DETAIL VARIES TO COM. 12. 4x4 = TRUSS CONT -*UTAUUNAL UR L -BRACING REFER TO TABLE BELOW — 2X4 NO.2 OR BTR. DF -L 1X4 OR 2X3 (TYP) VERTICAL STUD � i � TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADINgpst SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANSI95 TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - No.2 OTHERS 2 X 4 DFUSPF/HF - STUD/STD SHEATHING 3 1/2" 'k11/21- (BY OTHERS) NOTCH AT X24"O.C. (MIN.; TOP CHORD NOTCH DETAIL ,3x5 = FILENAME: STDGAB80XC PAGE 1 OF 2 24" MAX 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW 24" O.C. _TYP _ END WALL %GID CEILING MATERIAL DETAIL A MAXIMUM VERTICAL STUD HEIGHT ACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACE WITH L -BRACE 12 INCH O.C. 4-10-0 )-8-0 - - 7-3- 24 INCH O.C. n w n ., -_-_ - NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. C. HEIGHT 25 FT CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3 FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY, CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 8" O.C. IF STUI ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED: 2) NO. LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. –r 1 YG� Continued on page 2 NO, c 04vq 19 Q(R 9-3G•Uti 011111. ��O C �� A OCT 2 8 204 STANDARD GABLE END DETAIL PAGE 2 OF 2 3/20/00. 4-10d NAILS MIN..,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d (TyP) r - SIMPSON A34 -- OR OR EQUIVALENT GABLE EN 45° 2X4 BLOCK \2X4 S D OR BTR SPACED @ 5'-0" O.C. SHAL E PROVIDED AT EACH END OF BRAC EXCEPT FOR BRACE EXTENDED BACK INTO E CHORDS. & CONNECTED TO CHO S W/ 4-10d NAILS. MAX.TNGTH = 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. GOJ�Spt, NOTES 1)2X4 NO2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 101) NAILS @ 6" O.C. 2)2LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3)X4 2X4 STRONGBACKTO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOENAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) -THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: I. MAXIMUM HEIGHT OF TRUSS = V-8" -2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS= 7'4" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. OCT 2 9 2004 Symbols PLATE LOCATION AND ORIENTATION 3/4 • Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and securely seat. 0-1/16" 0 oc O For 4 x 2 orientation, locate = plates 0-1nd' from outside fl- edge of truss. 0 Numbering System 6-4-8 dimensions shown in ft4n-sixteenths *This symbol indicates the 8 7 6 required direction of slots in connector plates. • Plate location details available in MITek 20/20 software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. The first dimension is the width CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 4 x 4 NUMBERS/LETTERS. perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING CONNECTOR PLATE CODE APPROVALS Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 01 Industry Standards: w I�e�® ANSI/TPI1: National Design Specification for Metal M Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCS11: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: M11.7473 ® General Safety Notet Failure to Follow Could Cause Proper 0 Damage or Personal Injury N 1. Additional stability bracing for truss system, e.0 diagonal or X -bracing, is always required. SelaM 2. Never exceed the design loading shown andovo stack materials on inadequately braced truss Z 3. Provide copies of this truss design to the buildiV;i Q designer, erection supervisor, property owner all other interested parties. J o � p 4. Cut members to bear tightly against each oche o a 5. Place plates on each face of truss at each O joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. O 2004 MTfek® FIN. GRN7E 2,,811 MN. -----v------- tl II 11 11 J L�____JI . 2"X SOLI! MZ. e012- • a 5fAfHN6 J01N5 (OgENf FAa f0 fAiNIN6) 1 i t MA M0 5-EANN6 3/ 8" MIN. fflI IEV f0 ONE FAa. NAI. WiN 8d COMMON a 6ALV. 60X NAL5 1 a 6" O.C. A XW6 EVCE_5, AW 12" O.C. IN FEW ,1 11 POIELE 511V5 Af CCU ZS MV t l GaMIZ9K N11f5 & WA51V5 MIN. 1 / 2" pr". ANOiR Paf5 WITH I" MIN. WOEDMENf HOLDOWN W111i 1800# MIN. CAPAGti'Y (51MP50N W2A FV9A. a EQIV'!- WMJ 55 o MCHGR 601.E 50P A5 Min FOR NOLDCIVIN) 2"X 5LL 1 LK. 1 1 1 • , 1 L ' 2 -------- -----— — ------------------ L� -------- ----------------- -------- , ----------------------------------------- AL TE RRA CED WALL PANEL 2'-811 MIN. NOTES: 1. For use in garage wall where due to location of overhead doors, a 4' - 0" lateral panel can not be provided. 2. #4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shall not be less than 3000 pounds. Nailing to be staggered for,sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.C. 2326.11.4). For Single Story Buildings * BUTTE COUNTY (With noted modifications for two story buildings). BUILDING DIVISION APPROVES ----- ----- 41 11 1441 IL ,I I, II Il 11 I 11 I1 ,I 1 t I oo 11 1 1 I L J EQ EQ EQ NOTES: 1. For use in garage wall where due to location of overhead doors, a 4' - 0" lateral panel can not be provided. 2. #4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shall not be less than 3000 pounds. Nailing to be staggered for,sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.C. 2326.11.4). For Single Story Buildings * BUTTE COUNTY (With noted modifications for two story buildings). BUILDING DIVISION APPROVES f CD G > r v -0 Z' 00 0- 0 v0 i Z Drawing List Sheet Number Sheet Name AO Views of Garage & Notes Al Floor & Foundation Plans A2 Exterior Elevations A3 Cross Section & Details General Notes: 1. The Builder shall field verity all conditions and dimensions prior to proceeding with any worF 2. Dimensions take precendence over drawings. Do not scale drawings to verify Information. 3. All construction shall comply with the local governing building codes and ordinances. 4. The Builder Is solely responsible for all construction means and shall maintain the structural integrity of any construction until all final lateral and vertical carrying systems are completes Footing Notes: 1. Footing sizes are based on 1000 PSF allowable soil pressure. 2. The sill plate shall be anchored to the foundation with 1/2" dia. anchor bolts, placed 6'-0" OC and not more than 12" from comers and ends. 3. Bolts shall extend 7" minimum into concrete.(12" long bolts) Brace Panel Notes: PF=Portal Frame - BP=Brace Panel - ABP=Afternate Brace Panel Brace Panel Requirements: 1. Wood structural sheathing (plywood or OSB) with a thickness not less than 5/16 " fort 6" stud spacing and not less than 3/8" for 24" stud spacing. 2.6d or 8dcommon or galvanized box nails at 6" OC at edges and 12" OC at intermediate supports. 3.4'-0" Minimum length ABP Requirements: 1. Each panel shall have a 32" minimum width & 10' maximum height. 2. Each panel shall be sheathed on one face with 3/8" minimum wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Table 602.3a and blocked at all edges. 3. Two anchor bolts installed In accordance with Figure 403.1 a or approved equivalent shear connectors shall be provided in each panel. 4. Each panel and stud shall have a tie down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1800 pounds. The tie down device shall be installed In accordance with the manufacturers recommendations. %The.panels shall be supported directly on a foundation or on a floor framing upported directly on a foundation. This foundation or footing.shall be continuous ...across across the entire length of the braced wall line and shall be reinforced with not ess than (2) #4 bars. b4pr 60 Steel, A307 Bolts, 24F -V4 G -Lams, Doug Fir # 2 & Better Solid Sown Z Redtlne Installations Designer: Ross P. Farland Project Title: 13407 Garner Lane 9410 NW Gllltam lane Owner: �ro.b9ww Chico, California 95973 Portland, Oregon 97229 (V) 530-891-6719 (V) 503.291-7160 Proled Address: 9� �°"1° (F) 530.991.8729 (F) 503.291.7191 85999 APR -� 1 2005 n Right _Front View L.n 0 0 N 011 Q 2 Left Rear Corner View b.u. Dab 3.30 0,0,0" .++ro nib einims-W. A.N.W Views of Garage & Notes rm,"dow Yv=5923.u9,ve Sinn w. AO 0 Door between garage & residence shall be 1 3/8 inch minimum solid -core or 20 - minute fire -rated door with self -closure. CBC 302.4 Exception 3 % 24'- 0" Note: No attachment shall be made i to the Mobile Home --Flashing only. APR 21 2005 Note: The Garage Door is NOT allowed to open directly into a bedroom. CBC 312.4 o I I I:I II I:I I'I II I 1F II I •I b b b I'I pp n ISI a TCQ ` (M" otd �A�- N R 11, _ 0. Wtrw (ZOO AT I:I SN STAtt4'lad II II wit-�►aA.l I - I RNC ' _- b - - `i12, L S IJK Min. 4'-0" Min. Existing Residence A.B.P. 16'-0'xT-0' Door - B.P.I 24'- 0' 6' \0VlLQd, &,"4 Y -v `SAI/a-C 24'- 0' 23'- 0'------------- 0' - 6' Foundation Wall Typical with 12'x T' Footings 16'-3" 5'-1' 24'- o• Garage Floor E undation Plan 2 -- — 3/16" = 1'-0" 3/16" = 1'-0" Installations Designer: Ross P. Fart Project Title: N,,o,,o, ��rme naas �ror� abnw. larner Lane 'alifomia 95973 8410 NW Giltiam lane Portland, Oregon 97229 Floor &Foundation Plans Al owner: �,,,o,�n,+y„d omx�sa. v�s•_+w• Project Address: CaAM+u t91.6719 (V) 503-291-7160 891-6720 (F) 503-291-7181 nO esaee Pmmdn": VY=592332SAM a—` Front Elevati 3/16" = 1'-0" 12 J ToePlate 8' Line of existing residence Garage Flood 0' - 0" lII 3 Ri ht Elevation 3/16" = 1'-0" U.S. . APR 21 2005 2 Left Elevation 4 Rear Elevation 3/16" = 1'-0" #5 x 24" Dowels Typical Exterior Notes # 4 Bar' 12" or 16" Eaves 0 q. eo Shingles an 15# fell over 1/2'CDX Plywood or Equal o (2) #4 Bars �2 Cement Board Fascias Top & Bottom #5 x 14" Dowels 3" Tdm (Doors, Windows & Corners) o .-G'•. # 4 Dowels @ 24" OC 1, - 0. In 3l4" Dia. Epoxy Filled -- '-- Hole @ 24' OC @Footing 4'x 8' Cement Board vertical or lap Siding over lir" x_21(,- 1/2" CDX Plywood or OSB or Equal 5 Footin at Gara a Door 6 Gara a Footin @ House 3/4" = 1' 0" /4" = 1' 0" 'I-Suilder: Redline Installations Designer: Ross P. Farland PmJed Title: .o,„ o, an. 0m 7-34S 0r wro rift sn"ei w. 13407 Garner Lane 8410 NW Gilliam Lane r� Chico, California 95973 Portland, Oregon 97229 Owner' vxc.mwrd D1Pxrrok"" Ai4i°"'e Exterior Elevations AZ (V) 530-891.6719 (V) 503-291-7160 project Address: °;"."" (F) 530-891-6720 (F) 503-291-7181 amol PdN"d— Y4=5024117W -G 0 rad , - 6. o I I—I-• •'I•' (2)#4bars 1 -O•�f- h J' Clear iE-- CL of Footing & Wall Alternate Footing Detail Note: Concrete cracks are likely n Typical Section 3/4" = V-0" 80 6Plate 1 31— APR 21 2005 Composition Shingles over 1S# Felt Gara a Floor ver 1/2" CDX Plywood or OSB or Equal Manufactured Roof Trusses @ 24" OC Simpson H-3 Tie at each Truss 1' 0' ( V. 0" Optional 1/2' Gypsum Drywall on Ceiling 1'- 4' C 1.. 4' Exterior Sheathing andfor Siding 7 Foundation v For Fastening of Sheathing use a.. Bd galvanized box with 6' @ panel edges 1' - 0" Is" x 11 15 ' z 5 i/B' Continuous Footing & 12" field. Solid block panel edges. Header Glue2 x 4 Studs @ 16" OC Cross Section 2 z 6 - -0 4 1/2 dla. Anchor Bolts @ 6'-0" OC 2 (not more than 12' from comers and ends) Garage Door Header Wer 2 x 6 Pressure Treated Sill Plate Designer: Ross P. Farland Project Title: H,,o, p mue oae cram g4Bar oma.° a mb s.,i w. 3 1/2' Min. Concrete Slab O (1) 2 x 6 Pressure Grade •. , • D""� �° Treated Sill Plate• -" . - .. A3 Note: Extend Footing _ Min. 3MGor Crushed Stone Fill �'���'�:. :. ... ...... .: v; •. (V) 530.891-6719 (F) 530.891.6720 12" Mi n. � '• tO undisturbed soll ;p Optional 6 mill VaporBarrier b c (2) p4 bars -G 0 rad , - 6. o I I—I-• •'I•' (2)#4bars 1 -O•�f- h J' Clear iE-- CL of Footing & Wall Alternate Footing Detail Note: Concrete cracks are likely n Typical Section 3/4" = V-0" 80 6Plate 1 31— APR 21 2005 Gara a Floor 0'- 0" Concrete Slab ' C 7 Foundation v Compacted Fil a.. 1' - 0" Continuous Footing ''J 'D��r Cross Section -0 4 2 3/16" = 1'-0" . Wer Redline Installalions Designer: Ross P. Farland Project Title: H,,o, p mue oae cram oma.° a mb s.,i w. O 13407 Garner Lane Chico, Callfort 95973 8410 NW Gilliam Lane Portland, Oregon 97229 D""� �° ° '° "^�°'° Cross Section & Details A3 v """ (V) 530.891-6719 (F) 530.891.6720 (V) 503.291-7160 (� 503-291.7181 61e.0"bA- Project Address: o„N�,, C. O.W NhRO°un: S'Y10069:�GSO AM C) Zn` 0 NOTES RESIDENTIAL `027-070-054 05-0490 VINCELET, GARY PERMIT NO.. 6754 CITRUS AVE. OROVILLE Cont: RE:DLI`?E INSTALLATION NEW MH ON PERM FND OFFICE COPY Address 475qGAS ------------ MF�ll r By Date ' ELECTRIC �Y�. Meter By Date CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Z-1 cam- �?yy3Y o �q V.3 JOB FINALED (Date) Signature 1�J/' / -� ��� /'�✓ J = -OK 0 = Not OK `L s = Not Readyabte MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3' Sewer; Location -Test -Fall -C/O -Concrete 4. Wat ; Location -Test -Easement Needed (Sketch) 5. ectricity; Location -Clearences-Grnd-/ /Amp -Concrete Gas; Location -Test -Wrap-,-//" L'ft.77/0 7. Well Clearance & Disconnect 8. Utility Clearance Date :' `�= Card B-1 04/ Date Card B-1 Date . Card Date Card B-1 Date MOBILet tiOME INSTALLATION (Plans) OK except #'s 4. Electricity; MH Test-Crrz.-.efers-Breakers-Clearances 5. Dr K ; MH Test -Fall -Flex Connector 7. Water d Sewer Co nected-C/O to Gr de -HD Approval 8. Wand Electric agged `]-/ �d- e Downs-Tvoe-Installation Cert. MISCELLANEOUS Date 10/ Exits; Insp.-Sketch 1. Zoning Requirements -Setbacks -Easements 11. Cert. of Occupanc Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Date Card B-1 Date Card B-1 Date , ,5 -Card B-1 Date Card B-1 Date PERMANENT END SISTEM (ONLY) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 1. Zoning Requirements -Setbacks -Easements 10. 2. Footings; Size -Spacing -Marriage Line 11. Ext.; Steps -Doors -Landings 3. Blocking Braced Wall Panels 4. Gas; MH Test -Demand -Valve (Date 5. Electricity; MH Test Card B-1 Date Card B-1 6. Water; MH Test 1. 7. Water and Sewer Connected 2. Soils; Compaction -Structure Stability 8. Gas and Electricity Tagged Pool Structure; Steel -Connections -Thickness Dead Men -Lining 9. Exits 5. 10. License Decals 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Verify #'s with Office 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 Date Health Department Approval Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels (Date Card B-1 Date Card B-1 ate Card B-1 Date Card B-1 ate POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms ';Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 FRAMING (Continued) 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 60. Shear Walls; Nailing -Bolts Date 61. Card B-1 Date Card B-1 Date 62. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Infiltration -Walls -Windows 36. A.C. Ducts Insulation & Support Card B-1 Date Card B-1 37. Vent Fan, Exhaust above insulation Card B-1 Date Card B-1 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 66. Card B-1 Date Card B-1 Date 67. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s G.F.I. & Bath Fixtures & Tub Access -Spa 41. Sills Proper Materials & Anchors Elec. Trim & Subpanel, Breaker Sizes & Labels 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Stairs & Rails 43. Bearing Walls over Girders & Floor Nailing Fireplace or Stove, Clearance -Hearth 44. Draft Stop in Walls (rat proof) Elec. Outlets at Wood Panel, Int. & Ext. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive D Yes U No/Walks ❑ Yes ❑ No/Planters O Yes ❑ 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: BUTTE COUNTY PERIVfIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BPO50490 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 b. G. Buiidinq Permit ui-i(5-uv vq 1 LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/15/2005 APN: 027-070-084-000 the Business and Professions Code, and my license is in full force and effect. 'cgII ZS License Class : License Number: Site Address: 6754 CITRUS AVE PAL `c �, + � ( j q=� �O ( g (jLk j Map Index: Dale: �Contractor: � j Description: NEW MH PERM FND EX SITE 2430 SQ. FT. 'OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior Owner: VINCELET, GARY ETAL to its Issuance, also requires the applicant for such permit to rile a WARD, CAMBRIA signed statement that he or she is licensed pursuant to the provisions of 19 ROSEMEL COURT the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA 95966 she is exempt therefrom and the basis for the alleged exemption. Any (530)533-5444 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: RED LINE INSTALLATIONS INC Code: The Contractors' State License Law does not apply to an CHERYL MARPLE owner of properly who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 13407 GARNER LANE provided that such Improvements are not Intended or offered for CHICO CA 95973 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 895-5543 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, Contractor: RED LINE INSTALLATIONS INC and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 13407 GARNER LANE ❑ 1 am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95973 . (530) 895-5543 Date: Owner: License #: 848025 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: Is issued. Engineer: I have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation insurance carrier and policy number are: P2430 Carrier: Carrier: r Total Square Ft: S.F. Policy #: �L AUL Valuation: $157,950.00 ❑ 1 certify that in the performance of the work for which this permit Is Census Code: TO issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith com ly with those provisions. q0 - o r Ce Date: Applicant: WARNING: Fallur cure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit Is her y Issued under the applica provisions of the Butte County Code and/or Resolutions t o work Indic d -a a for fee ave been paid. I hereby affirm that there Is a construction lending agency for the �� / performance of the work for which this permit Is issued (Sec 3097 Civ.) By.Date: Name: . Ek �" PERMITIRES ON: /� Address: (Date) O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19627.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby mentioneddproperty for inspection purp authorize representatives of Butte County to enter upon the/above mentioned Prihl Name: QSignature: nh . 2e Lb�� ag��2 o Dale: L/ / `/JI CJ ❑ ❑ Agent for Owner 4Agent for Contractor Owner Contractor b. G. Buiidinq Permit ui-i(5-uv vq 1 BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION cS^ AND SUBMITTAL REQUIREMENTS BP 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BIN # OFFICE #: (530) 538-7541 �O FEE WILL BE REQUIRED AT TIME OF APPLICATION g LOC AP# fig" 2 v Property Address Cross Street e WORKER'S COMPENSATION Policy Number Carrier Ak If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address APPLICANT NAME OWNER Name f` Address I, Address _ City 0-)'I' to City U State Zip Phone TYA Z4 44 Fax E-mail E-mail APPLICANT NAME CONTRACTOR Name City ` Address _ { En City U State State Zip Phone 4 I- Fax Fax E-mail State License Number Lic. �OZ_Cj I C ss APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name Address I I)QY nuc Ln City State Cia Zip Phone Rq 1 IC4 Fax E-mail APPLICANT SIGNATURE X r For office us nly: oning -1 Flood Zone SRA Yes No cc. FC Type Const. VN Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS Descriptioor Scope of Work: oyN a5(m_ :&10jCLQ_E c3y*) - 2% Sq. Footag V1 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 rci%O Received by:7p. Amount: Receipt#: ��y�c/ Bldg "� b SRA. Sheriff SMIP Other Total REV 4-30-04 c. SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ L. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ ❑ 2. 3. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ ❑ 7. 8. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the en ' eer Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation ❑ 6. plans. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet-si ned by the en 'neer. ❑ 9. Letter of intent.• - ❑ 10. Hazardous Material Form. ❑ 11... Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SUbRgmts.doc Page 2 of 2 REV 4-30-04 t f 1 E.H. USE ONLY Piot Plan Attachad Anal Plan Attachad Sart to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance wner Location AP# Plan Approved for: Sewage DisposaN,- Water Supply: P blicPriv to Well Clearance for dwelling. Other A o )` r 1 Hold final for: Final clearance-O.K. for: NOTE: Environmen'fa! Health Specialist - , 8/96 Call for Pickup Date w�ti�i"rri�l *��Ea �'zti fi lk 'A 9. .'i.:� ��'`9+kW.�'i-� •�4`zY t" ,'t„ 7,wM, t0l-Inn IQ Mail J OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE —A 1. BUILDING PERMIT FEES --Balance Due ...................................... :.............. --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ -- Revised Plan Checking Fee ................................. $ z4. 2. (SCHOOL D STRICT FEES t CI.{— (paid at District Office) (z_5_k_I * SHERIFF FEES (paid at Building Division) Residential ................................. Units Commercial (sq. ft.) ...................... Sq. ft. qom� S,mRaet'��. _ 4. x�= Amt. Residential ............................ to.H. me-poctyvt &&,JF' # Units Commercial (Sq. ft.) ........... x $360.00 = $ x $0.03 = $ x =$ Sq. ft. Amt. z95. RECREATION DISTRICT FEES : 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) VJ7- SRA FIRE INSPECTION AND PLAN CHECK $.IZ=paid at Building Division)�g� 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) / _IL 10. OTHER �o S.9 (�• P Q -070-0--1" DATE 69�'2 &s RECEIPT # DATE REC. -/O—Os ' At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Governm�it Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION s 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: V n_/J -� /1 �/ ASSESSOR PARCEL NUMBER__ Proposed Building Use: 4),, Counter Technician: _ Dater Items required in order to apply for a permit All boxes UST a checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. -� 8. Manufactured homes: 44 Data sheets and installation inst, (� Marriage line info, $) Floor Plan, 1) Tie down orifrid plan all in duplicate. `--- - ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form pf+h,( e--51-_-Sanitation and site plan approval from the Environmental Health Department in ❑ Chico C Oroville, as applicable. �N ❑ 16 -Other aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 17. Fire Sprinklers... M-..S.TS:..2-.c?13.0........................................ Im 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ Oi 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval bl paid. Sent by: ............. 24. Planning approval (A) Use: -OL(B)Parking: (C) Parcel Check: 25. Contact Land Development about _ Improvements, _ Drainage ......................... ��TT 26. NPDES Form............................................................................................. �I+ ,nd17. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ '28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired per ts........................................................ ❑ 36. Restri tion i ...................................... ❑ 37 an eed,� tle/ atement of Fa s, ❑ Letter from Legal Owner, 1;2Keck to H.C.D. $ 141,1 11 L I:D j 38. ther: Vvt ❑ 39. Other: When issued Telephone /° ' (E ,l I)1� �� /o Qr P �� T 4 v /-177Tand hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: /CAn Date: S 1. Index permit appli a ior�for the above items nu, jn Plan Check tter / 2. Additional items (equifed racto designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: ractor, designer, or, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed b Date: Plans approved by: Date: Structural rev' by: Date: Structural approve y: Date: Note transfer Iy: Date: Yellow: Building Division �/°agUTTFo�� Department ®f Pubic Works 0 �� ° C o u n t `' o f B u t t e O C 7 \C — C J. Michael Crump, Director LAND DEVELOPMENT DIVISION C p Storm Water Management Program C7 County Center Drive \� 0 V N,\ Oroville. CA 95965 'OGe1_/C W�S (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE) Project Description: Project Location and/or Parcel Number: ()20__ 0'-\ 0 - 007�7) By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: 11C Date: Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department ofDevelopnent Seip ces 7 County Center Drive 0 E'tl o V� Oroville, CA 95965 0 _`� O (530) 538-7601 Telephone o _ - °' _ , G (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation: clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: I tr0 Applicant Name: im% V Q V1►/l -2 (-C7� aca VVI by i q �aAPN: QZ —0 — Q 2— Building Building site address: (d),54 (' +-;-i 2': TqV c_ Permit No.: Oy S _6 46?Q I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: D SIGNA fE OF APPLI ANT DATE Copy to Applicant/EH/File K:Forms/B1dgPennitwithoutClearances 020705 BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM WfEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) '7 - /1) 9�J�QS Building Permit Number ���"g�J Property Owner (s) Project Location 1A Subdivision Name _A,f!:� New Development Alteration/Addition(s) Assessable Sq. FtgeiS%� d Type of Residential Development (check one) Single Family -Detached Non -Residential to Residential _ Mobile home Mobile home replacement Demo/P.ermit (date issued ) Comments: Single Family -Attached Multi -Family Dwelling verified by Assessor Department ___A,!f'verified by Building Department ...'t LJ 0 a.... a ao n a...... -E W.-.C....It■aa-ama00\000aam0....tn0ONMENONE aaaamaam00a■.... i 0 a E... -.........'.JJ. 1.... 3-' ❑ FRRPD ❑ CARD 0 PRPD ❑ DRPD certifies that: t�,Y_ 6-,,- mc Z!� Applicant Name Phone Number ing Address City State Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ Remarks: Paid by Check No: Recreation and Park District Representative Paid by Cash: K:\FORMS\BUILDING FORMS\park-rec standard form rev l .doc per unit for a total of $ . per sq foot for a total of $ Receipt No: Zip BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District p�(/ 1 / � Tf l r,i i / f /i 110/ tw;) / f 0 (A Building Department No. A.P. Number �� �/} 9/1 % Jurisdiction: City ©County Property Owner Property Location/A Subdivision Lot No. Residential Development © E0-0' .... ........................................................... Q :... ................................... Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # i ........................................................................ *(No foundation inspection) . ....................... _ .... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q New Addition Building Department District Identification No. 0150246 �r't(� School District certifies that L C- + Sq. Footage (Including Exterior Roofed Areas) Q!2—tll-S Date (Applicant) -� Skl'-Iy (Street Address) ij/r (Phone Number) � )ja V1- q0tib has complied with the requirements of Resolution No. I representing square feet. School District Representative Paid by Check # Nl A" Remarks: (State) (Zip Code) 105-9 o by payment of $ /v� [2926 $ FULL MRIGATION $ b91a� Date !.J Notts: You may protest the Imposition of the fess Identified above by submitting a written protest to the District, in compliance wkh Government Code Section 66020(a), within 90 days from the date lees are paid. Falluro to submit a timely written protest wdll'pmohibht you from challenging the Imposition of the fees In any court action. N, subsequent to the School District Representative signing this Butts County schools Impact Fee Certification Form, the School District Is wd by tit applicable Local Planning Agency that Oils protect Is being reviewed under the California Environmental Quality Act (CECA), this project may be subject to addlifionalf school fees to fully mitigate its Impact on the school dbtrlct's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xts 00/03)dmm , fee 2 B 27 ' 7' BUTTE CC.:XINT_Y DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS LE: (530) 538-7636 • CHICO: (530) 891-2834 `: (530) 538-7541 sD AT TIME OF APPLICATION kRIV1IT NO. BP ` BIN # I— WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's I compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address APPLICANT SIGNATURE X I- For office us nly: Zoning2��_ Occ. Flood Zone SRA Yes No Type Const. VW Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one .year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. .,�c� r#)`YUP/p 67�O —Bldg Received by: Fp' Amount: �y c/ . "I b SRA Receipt #: i 1 )!5 /0.J Sheriff CtV*/ SMIP / /� Other DDate- 9- a 2-/Icz /n/f 2 ./ . ` 4 Total Page 1 of 2 REV 4-30-04 Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/2/2003 INDEX PAGE SECTION NUMBER Approval RELEASEy� gACTUREDRottilweanxHou" DATE FOUNDATION SYSTEM SALTO AND SAFETY CODE. SECTION IMI FI APPROVED INTRODUCTION 2 9/2/03 GENERAL INSTALLATION 3 9/2/03 PARTS LIST 4 & 5 9/2/03 LONGITUDINAL DEVICES 6 9/2103 PIER HEIGHTS 7 9/2/03,, - 9/2/03`` SET -UP INSTRUCTIONS 8 FOOTER SIZES WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 912/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS 16 9/2/03 SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 .. 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUEST SURWr To Colkn=om Wn D ATlROVAL DOES NOT AUTHORIn OR AP4i O" All QUMMONS OR DEVIATION FROM REQUMEMENT3 01 APPLICABLE STATE LAWS AND REGULATUR4 Sue Of C wife ems =4 Comer A't CODES a S 11� , __ 3 FF,0F:SS10,1 ZE M. L/ .60245 r * I � / CIVIL 0? CALIF\� iiU TE W 3, UILDING DEPAM APPROWn, Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design be required rm es andfrmuplates. These locations may include shear walls, marriage line ridge beam support posts, end fame -�/ <a7 <Kul Page 2 California 9/2/03 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. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 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 INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 California 9/2/03 Vector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 -V-Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. ft. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. Page 4 California ``''�`/ 9/2/03 Vector Dynamics Foundation Systems Longitudinal Component Parts List tea" Page 5 Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) >J 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271; longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut # 48612 - Single Section, 62"- 108" # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) California 9/2/03 Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD C 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Combine Vector Dynamics R. LSD Note: Two struts = I u•�•v Can be used on one pad or opposite ends of the home. Examples of P055ible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I I I 1 I 1 1 1 I I I I I 1 1 I I I I I I I I 15 Ft. Max. Wind Zone I Double Section 32 Ft. Max. For greater widths use triple section design. Page 6 Wind Zone I Triple Section It ' Wind Zone � I Tag Section x 45 Ft. Max. r�Y . �' . California 9/?J03 50 in. Max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes'in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 in Max. Unequal Pier Heights Homes with unequal pier heights are limited to 50" maximum pier height. and the shorter pier cannot exceed 26". Page 7 oaximum The difference between the taller pier "'k <Eam California 9/2/03 Set -Up Instructions for Vector System #59018 Long U -Bolts© 1. Set Vector Pads Clear all vegatation 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 compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side 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 8 California 9/2/03 " WIND ZONE I, SEISMIC ZONE 4 -" Vector Dynamics Systems Required for , ' • ` Single Section Homes - - - - - (Materials Required) me " - sett°° h° : ' " �♦ ♦ ♦ ♦ 1 t 1 � ��• � �� , d ar A HQ• a¢ rs� t��"?�`' a, y3•, st1;a"1�6"�ti3'a�3� '*ii, 11: 2n (il CD d t ' may. t� CD ` r ,, o c typ, it 'xb _NOTE: Vector Systems should be spaced as Note: L.S.D.= Longitudinal symmetrically as possible along the length Stabilization Device of the home. Pier spacing must be See Page 6. consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 4B Instructions and/or state requirements. o Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Anchors Required 24+" Piers L.S.D. WIND ZONE I Required Per Side or 24' Pier 3 2 0to72' 3 2 4 2 73' to 90' 4 3 eetor:::.... am/cs . s Each Vector System requires one of the following: ; 17.4x4 or 2-2x4's pressure treated wood compression member, w Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) �2 sq. ft. pad WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for Double Section Homes 1 " n hotr _ (Materials Required) _ " - ' " " - _ _ - + b,e seOkiO amp\e 0 1 ♦ \ Ei��3i%'i'�E a 3',�, f tag �� q'N' `" ♦I fy CD 0 NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. n w 0 W No anchors required. For pier heights up to 46" for WIND ZONE 1 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. '2 sq. ft. pad 9 Soil Classifications: 2, 3, 4A, & 413 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": None ('Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Anchors Required L.S.D. PSide 0 to 40' Required er Note: L.S.D.= 2 0 2 Longitudinal 41' to 66' 3 0 3 67' to 84' 4 0 4 4 85' to 90' 5 0 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Stabilization Device See Page 6. ' I WIND ZONE 1, SEISMIC ZONE 4--sgct,on�o0sysems- I \t� V e ` Vector Dynamics Systems Required for , -' " , , , , - - �g {t mac\�g \oc 1,lia Triple Section Homes _ - - " XamP\ oWs ge"e`a\ Sp r .:•. (Materials Required) - - E sh NOTE: CD When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. n w 0 Tag or -----y full triple C3 co 2 sq. ft. pad 2 sq. ft. pad 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 Anchors Side ired Main LSD D AG 0to48' 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag 0 2 1 72'to84' 4+2 on Tag 0 2- 85' to 90' 85'to90' S+2 on Tag 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) CU N n w 0 ZONE I SEISMIC ZONE 4 (High Pier Sets) WIND Vector Dynamics Systems Required for I I - Double Section Homes _ _ - - - ' me , J (High Pier Sets with Diagonal Ties) sedto� ho =-- - - - -- -� EX rn9\e ' `` ' ` cis' a�:�T��`���� � C.. -t k���i3..�;.s.`' ♦ \I � — , NOTE: Vector Systems should be spaced as symmetrically as possible along the length home. Pier spacing must be consistent wit manufacturers' Instructions and/or state re l\ ,� -Soil Classifications: 2, 3, 4A, & 4B WIND ZONE I Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 2-4" helix 1-1/4" frame tie owith �onnect 12" stabilizer plates Max. Height Unft Width = See Page 7 n Min. Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, L1_3 '' sP ci g Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) �2 sq. ft. pad (Hurricane)WIND ZONE II, SEISMIC ZONE 4 ' Vector Dynamics Systems Required for Single Section Homes (High Pier Sets with Diagonal Ties) cne ,e S ,Gklo oc on ea �a� 9u�de�l k - _ - - I ' i 12 �t s9�n9 t0hstaNa<%o . - ,e 0{ a ene�a\ to home �XamPshows fnust b VOL ac - ^ SP ads xnc a iv CD W 24" o w WIND ZONE II (not to scale) 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 Equired per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61" to 72' 73' to 84' 6 7 7 8 2 2 85' to 90' 8 9 2 NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. R Each Vector System requires one of the following: \2 Sq. ft. pad 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) i ecto .......... r, naMAcS _.._. . 0 w WIND ZONE II, SEISMIC ZONE 4 mics S stems Re wired for , -' �tto� h s1ske X gv\ae\\nes Vector Dyna y q Double Section Homes _ - do�\or Ve akko �t .n9 a\\a \ e ofi a genet sP home \nst- �XatnP�shows 9 ust be_ _ \\\ustcat\O sPac\n9 ' , - ' ' � • ; \ ` \ \ � and ndat�or, Poll's il-;„t \ I �\ � ,Y=' '� :: • ��. � � ;. '' � s 2 n• max• �-., _ - �' NOTE: Vector Systems should be spaced as symmetrically as possible along the length i home. Pier spacing must be consistent with manufacturers' instructions and/or state req Maximum allowable working drag load for tl System with steel compression strut is 4,001 the K2 Engineering test report. AUII DCdII1Hy uaNaWny. 1,000 I v, nnn ....... Anchors Required": 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equlred per side Vector Systems Required LSD Oto 48' 4 4 3 49' to 60' 5 5 3 61" to 72' 6 6 3 73' to 84' 7 7 4 85' to 90' 8 8 4 ,r f eetor........ narnfi7s .._.... .... _... - Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) .0------ ' — 1 WIND ZONE 11, SEISMIC ZONE 4 --- t Vector Dynamics Systems Required for n home Triple Section Homes.�k ggCtve°kOr sys e (Materials Required) 16 a` Spacing ° w CD U1 CD CD ^ w �rx / eetor:....... namics . .......... ..... .. r=------- — '— Xa(Allp Sgenet-- Ba a:„ ♦` i \ I `\ I `` 1,115 � w' >"�3'�pr's8i�'�v" sa ;i� ' � ♦ I ' — ,I I \ ,M a NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Soil Classifications: Soil Bearing Capacity: Anchors Required Tag ori► full triple 2, 3, 4A, & 4B 1,000 PSF minimum 3/4" x 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 LSD Main TAG 0to48' 3+2 on Tag 4 2 1 49'to71' 4+2onTag 6 3 2 72' to 84' 4+ 3 on Tag 7 3 2 85'to90' S+3 on Tag 8 3 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 2 sq. ft. pad 2 sq. ft. pad I 1 I 1 I I �1 Vector Dynamics Metal Pier & V -Di METAL PIER FOUNDATIONS 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. 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 sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite Shield may be required in certain regions. 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. V -Drive System for rocky soil conditions V -Drive anchors are used only be installed. V -Drive anchors are used onl in single section homes. in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to 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 head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight./r =, w e i Page 16 Calif ornia`,,,b `° 2/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 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 gauge 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 Ib -in. 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. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: 16x16 = 256 sq. in. - 20x20 = 400 sq. in. � - -; = or 16x18 = 288 sq. in. = or 17x25=425 sq. in. EQUALS == - EQUALS 2 -Vector Pads # 59275 = - ' - 1 -Vector Pad # 59271 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 • Vector Pad(s) exceed the surface area required when used as the equivalent listed above. 'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En ineer miliar with site conditons J Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions 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"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be 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 or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 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 holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter 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 of a Single Section Set -Up Vector pa for concret( Concrete footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt• 9/2/03 Vector Dynamics System for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. 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. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. 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 or PVC Pipe Page 19 California Vector pad for concrete Concrete footer Ona. 9/2/03 SITE PLAN REVIEW APPLICATION Date: s g 05� AP# Permit Number (if applicable) APPLICANT EVFOBMA TION Parcel Size: '-1 ZZ a0LtS Owners Name: Owners Address: l ! /CI��e�✓X C� /1G���C.� Lam/ 7 ���c� Telephone No.':,. // ,� S 1-, 51YL11:t Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home Residential Accessory 07 Lf p ❑ Permanent Second Dwelling J ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ® Expansive Soils (Test for expansive soils and if verified proper foundation design required) f'LLQ SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) o Flood Zone: Flood Panel No.: n DO 7 Index Date: e20 d O EJ Sacramento River Reclamation District (Approval must be obtained from the alif rnia 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 El Minor Variance El Administrative Permit ❑ Variance -------- ---------------------- —------ --------------- ------------ ------------ ❑ Detached Building Use Form ❑ Encroachment- Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: AR 02 r �- 6f -)qlL Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 p Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �Q � Side /01 �Q Side Street Rear lO Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 p .�i Applicable Development Fees: Standard Fees ❑ Fire '- � - ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees Amount _Formula ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) ' Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ 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 ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Iff Subdivision Map/Parcel Map: s . Map Date of Recording: /Q -2-ZO Lot: Book: /J d Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa El Page 4 of 5 C1 ❑ 0 u Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 ,N LOCA 770N MAP NOT FO SCALE NOTE 9. EASEMENT FOR CONSTRUCTION APID AfAWTENANCE F DITCHES AS CONTAB4ED N 31 DEEDS !79 AFFECTS TMS PROPERTY. THE EXACT LOCATION LS NOT DErAT-D N THE PUBLIC RECORDS. S 00'55' 53" E(Rl, ,R2) N 01'01' 19'W 173J. 16'(C) p-60• CITRUS AVENUE I----�— .—.—._.__ 5O4.eJ-(R2) i 66"2) 52J02;R7) I) 540.24•(RIr.) SCALE r = 200' f° A'Jifgs� y4?�GFKI ��T a s a+ Cho FX/ . del CALIN�°i 30 FOOT STRIP DEEDED TO THE COUNTY OF BUTTE 0.46 ACRES. SERIAL �jtae]-�pbeiti N 21'15'5,3'C r.,6zO0'(Rz.C) .533. 79 (C) _ N 02'07' I J' £ N 05'53' 2 i' W — ; 296.50 - (R2, C) J35' 13' (RFL' C) 4.78 A.RCE W o ACRES 2 �... , o-,. 3 N 4.72 b C,?E ro �h 2 a S 00',55.53"E (RI) 329.6r(w m 3J0.20(:bf) THS MAP WAS PREPARED BY AE OR LAVER MY DIRECTIONAND IS 629.8r(RQ 3 405.101/R;AI) 254.7r(RLC) 659. 8 ' (R 1, C) BASED UPON A FELD 51ARVEY AND IS COAFLED FROM RECORD Af WASI.REL DATA N COWORMAN'CE WIN hf REO(#nf:NTS OF TFE FOLND AS NOTED StEOMSlON MAP ACT ANA LOCAL ORDNANCE AT THE REQUEST ' OF RYAN LEFORCE N NOVEMBER 2001 1 HEREBY STATE THAT THS RC'E 20647 PARCEL. MAP St1BSTANTIALLY CONFORMS TO THE APPROVED OR RI 07 MAPS 56 COAPTFONgLLY .APPROVED TENT4TNE A4AP, F A14Y. THE R2 39 MAPS 77 MONO KWS SHOWN HEREON ARE OF TFE CILARACTER .AND .S 02'26' 21"E (R1, C) OCCLPY THE POSRIONS NDr-4 TED ANA ARE N PLACE AND ARE. FD. 1,12" RERAR LS 4085 WTTGFNT TO ENABLE THE SURVEY TO BE RETRACED. !=ER (RI) 6290'7{.R(CI _�n=I�A'AJ��j 4 1DRCE 2 47 EM ES 9-•30-•05 0W- FFS � COUNTY SURVEYOR'S STATEMENT ,§'4 REB.4R L54085 THEREBY STATE THATI HAVE Dxke{D THE FNA- PARCEL MAP -,1°S • ,. FOR RYAN LEFORCE, THAT IT IS SL4ST.MITWLLY TFE SAW AS APPEARED ON TFE TENTATIVE MAP ON FILE, AND 1 of c .. n ~I SU9D1VWON MAP ACT OF TPF. STATE OF CALFORN9A .AND ,ANY LOCAL ORDNANCE APPLICABLE AT TFE T'AE OF APPROVAL OF cFF33b SAID TENTATNE MAP HAVE BEEN COVFN�D WITH AID I .4M 5G.i96'(Cj 'n N 380.9T(RLC)I `37.7.49YRLCJ SATISTFED MAT THE MAP IS TECHNPCALLY CORRECT. ypv W no. zaln r 2003 1Z"w✓' 1 * UPPF_R PALERMO ROAD E)MES 3-31-07 S 00'55'53'E 25.51. 74- (R), C) COLWTY OF BUTTE �- FD. 3 4' OPEN WON PIPE BASIS OF BEARINGS THE BASIS OF BEARINGS FOR ThIS SURVEY lS TAKEN AS SOUTH 51' 13.21' EAST CALC'JLA TED FROM RECORD INFORMATION PER (RI) AND MEASURED BETWEEN FOUND MONUMENTS AS SHOWN. (c) LEGEND SURVEYOR'S STATEMENT V THS MAP WAS PREPARED BY AE OR LAVER MY DIRECTIONAND IS C C4LCUL4 TED BASED UPON A FELD 51ARVEY AND IS COAFLED FROM RECORD Af WASI.REL DATA N COWORMAN'CE WIN hf REO(#nf:NTS OF TFE FOLND AS NOTED StEOMSlON MAP ACT ANA LOCAL ORDNANCE AT THE REQUEST SET h'4 REE4R CAPPED OF RYAN LEFORCE N NOVEMBER 2001 1 HEREBY STATE THAT THS RC'E 20647 PARCEL. MAP St1BSTANTIALLY CONFORMS TO THE APPROVED OR RI 07 MAPS 56 COAPTFONgLLY .APPROVED TENT4TNE A4AP, F A14Y. THE R2 39 MAPS 77 MONO KWS SHOWN HEREON ARE OF TFE CILARACTER .AND 0 MCL ATED PONT OCCLPY THE POSRIONS NDr-4 TED ANA ARE N PLACE AND ARE. FD. 1,12" RERAR LS 4085 WTTGFNT TO ENABLE THE SURVEY TO BE RETRACED. !=ER (RI) 6290'7{.R(CI _�n=I�A'AJ��j 4 1DRCE 2 47 EM ES 9-•30-•05 0W- FFS � COUNTY SURVEYOR'S STATEMENT ,§'4 REB.4R L54085 THEREBY STATE THATI HAVE Dxke{D THE FNA- PARCEL MAP -,1°S • ,. FOR RYAN LEFORCE, THAT IT IS SL4ST.MITWLLY TFE SAW AS APPEARED ON TFE TENTATIVE MAP ON FILE, AND 1 of c .. ANY APPROVED' ALTERATIONS THEREOF, THAT ALL PROVLSON5 OF THE AM05 SU9D1VWON MAP ACT OF TPF. STATE OF CALFORN9A .AND ,ANY LOCAL ORDNANCE APPLICABLE AT TFE T'AE OF APPROVAL OF cFF33b SAID TENTATNE MAP HAVE BEEN COVFN�D WITH AID I .4M ` '4i SATISTFED MAT THE MAP IS TECHNPCALLY CORRECT. ypv W no. zaln r 2003 1Z"w✓' 1 * _ DATED SMART EDELL RCE 29132 E)MES 3-31-07 DEPUTY COL TY SL42VE7YOR COLWTY OF BUTTE �- FD. 3 4' OPEN WON PIPE PER 9 MAPS 77 ;f4 RMAR LS 4085 I MARCHED FOR V6 FOUNU RECORDER'S CERTIFICATE FLED THS2eiLDAY OF.o4fcLer_._-. 2003_ A* : eI_ ...- N SOCK/ -fl GF MAPS AT PAGESd9-J6AT THE REQUEST OF RYAN LEFORCE ,tens-oPL9e24 SERV L MACAFAAG£ J. iRLM BUTTE COLNTY,RECORDER BY QTY OWNER'S STATEMENT A STA TEMEI4T OF OWNERSH P IS BEND ,FLED CONCLRRENTLY LNIY� RECORDER'S SERIAL NAAf—" T�4R%CEL MMP FOR RYAN LEFORCE OF LOT 6, BLOCK 89, MAP OF P.4LOW.0 AND SWAIMX4 MASER 1 AAA 2 WITH ALXN.TM rO W.I OF UE PALEM40 CITRUS TRACT N SECTION` 4, TOWNSY.P R NOR!% .RANGE 4 EAST ALD.AL N T, C L".,CO.RPO,R4 TED AREA OF 9UT7E MN Y, CALF01,111,14. srFTirr2 25Do1<1" -V,p6e .z9 V Lu U Q 6290'7{.R(CI _• lv III � O ,§'4 REB.4R L54085 I W m SEARCHED FOR NO `� I I FOUND I O i I o m n ;f4 RMAR LS 4085 I MARCHED FOR V6 FOUNU RECORDER'S CERTIFICATE FLED THS2eiLDAY OF.o4fcLer_._-. 2003_ A* : eI_ ...- N SOCK/ -fl GF MAPS AT PAGESd9-J6AT THE REQUEST OF RYAN LEFORCE ,tens-oPL9e24 SERV L MACAFAAG£ J. iRLM BUTTE COLNTY,RECORDER BY QTY OWNER'S STATEMENT A STA TEMEI4T OF OWNERSH P IS BEND ,FLED CONCLRRENTLY LNIY� RECORDER'S SERIAL NAAf—" T�4R%CEL MMP FOR RYAN LEFORCE OF LOT 6, BLOCK 89, MAP OF P.4LOW.0 AND SWAIMX4 MASER 1 AAA 2 WITH ALXN.TM rO W.I OF UE PALEM40 CITRUS TRACT N SECTION` 4, TOWNSY.P R NOR!% .RANGE 4 EAST ALD.AL N T, C L".,CO.RPO,R4 TED AREA OF 9UT7E MN Y, CALF01,111,14. srFTirr2 25Do1<1" -V,p6e .z9 STAADARD UD, LAL£SS A PRESSLAM' D CQ-AkIdTY WA TER SYSTEM W7714 J) A DEVE MENT AFACT FEE FOR SHERiFS FACLITES SHALL BE HYDRANTS THAT ABET FRE DEPARTAE T SPECF7CATTOI�S, SERVES THE PARCELS PAD PLRSLAAIT TO TIC PROVISOAS OF a-14PTER J. AR77CLE I OF THE B) HATCLED AREAS. ARE LE40-FaD FREE lE- BMCK AREAS FRQM MW WATER BUTTE COUNTY CODE; PRIOR TO I5Y/ANCE OF BULDNG POUTS THE FEE AfARK AT ED( SOF ORAA/AGE SWAGES AND WELLS .45 SXOWN AMOCNT WILL BE DETUUMED AAD CALCUILATED AS OF THE DATE OF AFPLICA77ON FOR THE SUADNG PERA4T. — — — — — — — CITRUS4VENUE0. `— — BLDrn .Yl6N WATER MARK (6oTN.ita APN 027-07-04 2 ACRE USEABLE SEWAGE (V/ D6POS4L AREA AP.N 027-07-079 2 .OGRE USEABLE SEWAGE DISPOSAL AREA APN 027-07--006 9) DEVELMENT OF nESE PARCELS MAY REDURE PAYAEM NTO 7HE WATER TEUMR FIND D) TCO (2) AC L E BLE SEWAGE DISPOSAL AREA (USDA) FOR A) NO WA7ER WELLS MAY BE PLACED WFTHN 100 FEET OF USDA NORT,ti-0 = 0' ADDIDONAL MAIP SHEET 7NS ADOMNAL MAP SHEET SHOWS ADDITIONAL AFORMA 17ON 4FFEC716 7HE PROPERTY AS OF THE DATE OF .RECORDNG AAD IS NOT MENDED TO AFFECT RECORD TIRE MEREST PARCEL APAP FOR RYAN LEFORCE S}EE( 2 OF 2 3000 -/SF 30 I 4) PROR TO RULDNG POW ISSUANCE FOR A NEW RESDENRAL NOTES DWEILNG LMT(S), 7FE APPLCANT SHALL PAY ALL APRXABLE DEVaQRk M' FEES AT 7}E RATE N EFFECT AT THE TAE OF ACCEPTANCE OF THE 1) DUST GENERATED BY 7HE DEVELMENT ACMTX5 SPALL BE REPT APPLCA WX SUCH FEES AMY MLDE, BUT NOT BE LM7ED TP. PARK FEE SCHOOL FE£ SHERFFS FEE: ORANAGE FEE; PMU TO A AVSi & W17H A GOAL OF RVAAM DUST ON THE SRT FOLLOW AND PLAN CHE00W FEES WATER AAD SEWER SERVICE FEES, AAD 77-E OUST CONTROL AEARALIS LISTED BELOW., FRE PROTEC77ON FEES a) DCRNG CLEARNC, (RAIXJG EARTH AfOVNG EXCAVA770N OR 5) CQASIRVCMT NST41 LAT NL OR DEVELOPAENT OF SMrTLRES OR TRANSPORTA 71ON OF CPT OR FLL MATERALS. WATER 7R"S OR .SPR/VQfR SYS IRIS ARE TO BE U50 TO PREVENT MST FROM LEA VM FAQLf7ES ON 77-E PARCELS/LOTS SHALL COW -LY WITH 7EE L4IMST SITE AND TO CREATE A CRUST AFTER EACH DAY5 ACTM.IES CASE CALF(JffHA FRE SASE REGYAAIX)A5, (pUL� R£SOLRCES CODE 4290], AND77f ALL OTHER STATE AND COWTY CODES OROAANCES, AAD REGl.CAnMG b) DLRAIG CONSTRUCMN WATER TRLCAS OR SPRY SYSTEMS SHALL FIE N EFFECT AT 7HE 71E OF ARR"TION FOR APROVSME PERt47S. LSED TO AEEP ALL AREAS OF VDM E MOVEAENT DAW ML✓GFI TO PREVENT OLST FROM THE SRM AT A AI THS W(XTER D N WETTNG DOWN SUCH 6) &� DEN7FKA , AM OR ADORESSFS SHALL BE ASTALLED N AEAAS I RNNG N THE LATER ADORMJG AND AFTER WON LS CO4FLE7ED FOR IPE DAY AAD 15 C COWCAVANLE WITH PUBLIC RESOU?CES OCDE 4290 AAD SHALL BE POSTED Wf- WHETEVER WAD IXCEEDS /S AS.£5 PER HOLR AT TEE BEGNNJG OF BLgDM CO^LSTRl.C77ON 410 U4IVTAAED C) SOX_ STOLT(PXM FOR AFORE THAN -TWO DAYS SHALL BE COVERED, KEPT CCWTA9/OI,IV.Y 7'.�EREAF7M4 MO15T, OR 7TEATED WITH SOL BADERS TO PREVENT LIST O aAwATim di/ 7) FRE SUYPRESSIW S-W?a SYSTEMS SHALL BE NSTALLED N ALL AEW RES.DFNR4L STRUCTUiES N ACCORDANCE KIH THE AAnOARL FRE 2) NO S777lA rRES SHALL BE COYSMX7ED N M DRAMGE AREA, NOR SHALL PROTECTION ASSOCI.4TXW STANDARD FOR 7HE A5TALLA710N OF SPRNK7iR ANY SEP77C LEACFFELDS BE LOCATED WIR,N TEE DRAM, G£ AREA - SYSTF55 N ONE AND TWO FAAALY D{YECLIVGS AAD U06LE HMES, AFPA STAADARD UD, LAL£SS A PRESSLAM' D CQ-AkIdTY WA TER SYSTEM W7714 J) A DEVE MENT AFACT FEE FOR SHERiFS FACLITES SHALL BE HYDRANTS THAT ABET FRE DEPARTAE T SPECF7CATTOI�S, SERVES THE PARCELS PAD PLRSLAAIT TO TIC PROVISOAS OF a-14PTER J. AR77CLE I OF THE B) HATCLED AREAS. ARE LE40-FaD FREE lE- BMCK AREAS FRQM MW WATER BUTTE COUNTY CODE; PRIOR TO I5Y/ANCE OF BULDNG POUTS THE FEE AfARK AT ED( SOF ORAA/AGE SWAGES AND WELLS .45 SXOWN AMOCNT WILL BE DETUUMED AAD CALCUILATED AS OF THE DATE OF AFPLICA77ON FOR THE SUADNG PERA4T. — — — — — — — CITRUS4VENUE0. `— — BLDrn .Yl6N WATER MARK (6oTN.ita APN 027-07-04 2 ACRE USEABLE SEWAGE (V/ D6POS4L AREA AP.N 027-07-079 2 .OGRE USEABLE SEWAGE DISPOSAL AREA APN 027-07--006 9) DEVELMENT OF nESE PARCELS MAY REDURE PAYAEM NTO 7HE WATER TEUMR FIND D) TCO (2) AC L E BLE SEWAGE DISPOSAL AREA (USDA) FOR A) NO WA7ER WELLS MAY BE PLACED WFTHN 100 FEET OF USDA NORT,ti-0 = 0' ADDIDONAL MAIP SHEET 7NS ADOMNAL MAP SHEET SHOWS ADDITIONAL AFORMA 17ON 4FFEC716 7HE PROPERTY AS OF THE DATE OF .RECORDNG AAD IS NOT MENDED TO AFFECT RECORD TIRE MEREST PARCEL APAP FOR RYAN LEFORCE S}EE( 2 OF 2 3000 -/SF 30 I a PERMIT NO. 5850-77 P,E PERMIT EXPIRES OWNER Bruce Chorjel CONTR. owner LOCATION (A.P. 27-07-5 ) 6754 Citrus Ave., Oroville Temp. Power Pole Called PG&E Temp.lec. Serv. Cted PG&E 7OBCalled Gas Serv. h FI NALED COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS , BUILDING INSPECTION RECORD BUILDING K BUILDING (Cont'd) PLUMBING bettIqck FIfewall Sit Piping Forms PaNpets No Floor Main Idg. Rest om Finish 2n Floor Foot,Ns Windo s 3rd Noor Stemwa)4 Siding To out d. Slab Roof SheNhino Water PI I Piers Roofing Sewer Garage Fdn. Vents N Fixtures Footin s Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physical handicapped Conformance of ex. structure Appilances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPL CE Final Footings Footing ELECTRICki. Reinf. Steel I Final N I Fixtures Bond Beam FIRE SPRINKLEFLk Motors Framing Test Water Htr. Stucco Final Suboanels Brown Cooling Temp. Pole Finish Ducts Underground > Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILIT ES ------ ------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping MQBILEHOME INSTALLATION Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located XNo th required separation from lot lines and buildings and generally conform to plot plan? Yes 2. Does the mobilehome have.required clearances above ground? (Sec.5085) Yes No 3. Are footings and supports properly sized, spaced, and braced as,Q.er approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes No 4. Is the mobilehome level? (Sec. 5088) Yes No 5. If mQz&e tcrossover connections properly installed? (Sec. 5088) Yes \No 6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes J(/ No B. Test - Does water piping withstand working pressure or 50 lbs. air test? YeS No C. Backfl - If c ved, does station have backflow device and pressure -relief valve? Yes_ No � 1 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes -y- No B. Does it have minimum k" per foot slope and is it properly supported? YesX_ No C. Are any leaks detected in drainage system after runnin-gallons of water through each fixture including washing machine standpipe? Yes No D. If coach is o California approve station have required trap and vent? Yes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobilehome'gas line iril'et without reductions other than the mobilehome connector. Yes No B. Test OK as per following procedure? Yes�(; No 1. Open all appliance connector valves. . 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C. Are all appliance vents properly installed? Yes No 9. Electrical A. Is service large enough to provide adequate amperage-to mobilehome.(must equal rating of mobilehome with a minimum of 100 amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes No B. Is there proper clearances around panels? Yes No C. Is power supply cord.or feeder assembly properly fused? YesNo D. Is continuity test satisfactory as per the following procedu e? Yes�Nc 1. De-energize electrical wiring system of the mobilehome at the ped al. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument -to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. , 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA r Manufacturer and/or Namestyle Length 4e Width Vehicle Serial No. State Identification No."� Additional Information or Comments: COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — UroviIle, California 95965 Telephone: 5�4-4541 APPLICATION AND PERMIT -77 UUMO lcc ICt1ICaefllaUVeS UI lne Couniy OT Buite to enter upon the above-mentioned property forin tion purposes. AX Date Signat.re ofPermitee o Agent Receipt No. 170? 4-0 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT/OR UBLIC WORKS By Date 77 Building permit expires Date //— 7? BUILDING Owner ` SQ. FT. OCC. BUILDING VALUATION Mailing Address t ele on U l� Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Tlephone No. e Permit Fee Building Address C PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 I Repair drainage or vent piping 1,50 Water piping 1.50 ��nThg Veri iicatlgrA QWA Each gas water heater or vent 1.50 O► ri — �o A. P. No. c�C ing & Planning Gas piping system 1 - 5 outlets 1.50 , Each additional outlet .30 F S ion Fire Dept. Fi a Use Perini Building sewer 5.00 oo EQA I ParkingParcel Plans Declaration parcel 60' R/W Im r p ovements Lawn sprinkler system 2.00 Bldg. talls Rec'd Parcel Approval Pla pproval Permit Fee $ 3 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP ORV OR SLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ OVR 600V Main service 100E EAMP OR LESS 25.00 Main service EA. ADD'L too AMP 1.00 500 SQ, FT, MINIMUM NEW CONST. OR ADDNS. ( DACCLBLDGLINGOCCUP. &) 22sgft NON .RESID ( BRANCH CIRCUITS) 2.50ea AOR MOBILES NEW NON-RESID R (SINGLE OUTLET CIRPOWER APPARATUS.& CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: t 0 Ex. Occup(OUTLETS OR FIXTURES) BAL@Q Ex. QCCUr� FIXED APP LNS. OR p. (OUT LETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation _4 Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby ,Q TOTAL PERMIT FE $ R4 1<7 UUMO lcc ICt1ICaefllaUVeS UI lne Couniy OT Buite to enter upon the above-mentioned property forin tion purposes. AX Date Signat.re ofPermitee o Agent Receipt No. 170? 4-0 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT/OR UBLIC WORKS By Date 77 Building permit expires Date //— 7? r - COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS t, 7 Wunty Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT M rauves ul me Uourlry UI butte to enter upon the operty for inspection purposes. `�'Dateermitee or Agent Receipt No. 17 :7 :3 e. 4 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated abo for which fees have been paid. DIR OR OF�PBLIC WORKS Date �� a Building permit expires Date T BUILDING Owner �tw C!Axi L SQ. FT. OCC. BUILDING VALUATION ess Mailing Address LC �4-14 l -i -g-5 A U I Gddo u I LL 0�9 t � telephone No. Fireplace Contractor l' L� 4 1/1 11 IF )/?U.411, (` Total Valuation Mailing Address (.,a �LI �G LN ALL(' () I Permit Fee Plan Checking Fee&/or Penalty Permit Fee Building Address PLUMBING No.1 FEE PERMIT FILING FEE $3.00 (� j� _ !Q 'T l_ -fus / 1'�''�L Each Trap 1.50 rweRepair ulLA: �1 drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. 1a�7— % -- s Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F Safri-Cation Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. s Recd Parcel proval s Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER E4 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 %=�%Z Main service 100 AMP ORLESS5.00 -,p-�S �� r vH� Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home 50 Others ❑ Main service OVER soov 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELING OR ADDNS. ( ACCLBLDGS.OCCUP. &) 22Sgft NEW CONSTR.MULTI-OUTLET NON-RESID. BRANCH CIRCUITS) 2.50ea NEW R. CONSTPOWER APPARATUS & NON-RESID. (SINGLE OUTLET CIR, CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California BusinessJ& Professions Code uIII///jjjder he name Style Of: /I „1 % I� / �� n„ '�t 1,C aZ L IV +L V �(1Jn1. Ex. Occup(OUTLETS OR FIXTURES) 109 EX. OCCU FIXED APPLNS, OR P•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.�00010QII Classification C Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of 20' EWorkmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 2.00 Permit Fee $ IJ, $ "1 LTOTAL PERMIT FEE G M rauves ul me Uourlry UI butte to enter upon the operty for inspection purposes. `�'Dateermitee or Agent Receipt No. 17 :7 :3 e. 4 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated abo for which fees have been paid. DIR OR OF�PBLIC WORKS Date �� a Building permit expires Date T .; MOB ILEHOME SUPPORT DATA �� If other than single wide, Mobilehome Mfr. ` furnish Setup Model No. Year Width�(ft.) Box Lengt(ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise sPgcified. I ( Footings (check one) t Single 1. Wood either x (\t.Xin.) (in./(in Centepport Centort locns'^ footes 0 (ft )(in:)- '' I (it.) (in.) ��.,. x (ft.)I (in.) (in.) ( .) *If center piers are other than drawn above, .draw in locations, spacing, and dimensions. pressure treated o� foundation grade. 2. Other (specify) Supports (check one) FA 1: Concrete block. 2. Other (specify) Tagalong or Expando, show support details. (x,, -- Typical Support .) (in.) Footing Size, -- Max. Pier Spacing (ft.)(in.) I ,vy I -- Max. Overhang (ft.)(in.) aurrE couNrr BUILDING DEPARTMENT APPROVED � n.) (in.) yj� (ft.)(iin.) (in.) (ft )(in:)- '' I (it.) (in.) ��.,. x (ft.)I (in.) (in.) ( .) *If center piers are other than drawn above, .draw in locations, spacing, and dimensions. pressure treated o� foundation grade. 2. Other (specify) Supports (check one) FA 1: Concrete block. 2. Other (specify) Tagalong or Expando, show support details. (x,, -- Typical Support .) (in.) Footing Size, -- Max. Pier Spacing (ft.)(in.) I ,vy I -- Max. Overhang (ft.)(in.) aurrE couNrr BUILDING DEPARTMENT APPROVED � 1. Owner's name: 2. Installer's na BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 3. Is the site currently under -permit? Yes / / No (If yes, furnish permit number �) OR Is the site an existing site? Yes / / No / (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / / No ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- %lQ Amps 6. What is the mobilehome site service rating? ------------------=-- ,`,ZO O Amps 7. What is the mobilehome site circuit breaker rating? ------------- /CV Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes No / / (If yes, identify the load and size: (Load) Amps) 9. What is the mobilehome site gas pipe size? --------------------- (in. 10. What is the type of gas service? --------------------------- - Natural / / LPG / 11. What is the gas pipe length from meter or tank to the mob ehome? (ft.) 12. What is the mobilehome gas demand? -------------------- -------- (BTU) (This information not required if pipe length less han 6'f on t or less than 50 ft. on LPG.) /�j( Lj t r All utility connecti.ons shall be located within 4 ft. outside the rear third section of the mobile home on the left (road) side of the mobil. home. Septic system and location of build- ing drain stub -out to be as per 2utte County Health Dept. Pe- c . i rements. U permit will be require for t4l tgllation c f Gobi ehome The Bldg. Setbac shall be 5 ft. f m the side property�1'!5-leljp nd 50 ft rom the centerline ofta oad, per - ing a maxi- mum of a 2 ft. e e over ng but entirel out of all ease nts. E v R., 200 too P11000, 1, 000 11SQ010 %Ii 9 04*19, MOTE:—All Materials & Workmanship %,,I BS ilk Accordance with Reconnized Garr! Prryntices and of a quality prescri6P4 for +he Snerified use in the Uniform Building, Plumhinq & Machanical Codes and the National Electrical Code. > N Phis set of plans and specifications MUST be sept on the job at all times and it is unlawful fro any changes or alterations on same without written misson from the Department of Public Works, 'County f Butte. 77 BU aU COUNTY 8 ILDING . EPARTMENI A R VED - _ BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.O O ZONING -- OWNER PHONE NO. �� r OWNER'S AD ESS r 5- 2 Oro dlrle— LOCATION OF BUILDING USE OF BUILDING l7 SIZE OF STRUCTURE �D . X = �zU� SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING/ [.J ROOF COVERING FLOOR TYPE 0 O G( (' ern . /'0 /L G . ESTIMATED COST OF CONSTRUCTION $ X19 a 0 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: r S i»v►�►t. 2-0r O r FRONT SIDES REAR �- AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the bui to is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply/with comply/withthe requirBffyents in effect at that time and before occupancy. Date/ Permit Fee - $60.00 Receipt No. Ll Signature of Owner The above described AG 6011ding is ex>�rr>�t from a buildina hermit Manager Building Diivisi By L White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2004 —0056642 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:33AM 14 -Sep -2004 REC FEE 10.00 CONFORM 1.00 COPIES 2.50 Jason Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT J L FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See a Jae hed N Date 4//0� PROPERTY OWNERS: State of California ) County of 13OT7—E ) On 9//6/Uy before me, 131d --O e- -1007 - 74//eX personally appeared lPnlni i S d- TAMU i ince /e 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 a ,d official seal. KARY J. BI DWELL Signature Seal: Commission #1381097 n U NotaryPublic-Califomia °°� Butte County A.P. Q��� My Comm. Exp. NOV. 08, 2006 Preliminary Report Description Order No. BU -219390-3 CB The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 2, 2003, IN BOOK 158 OF MAPS, AT PAGE(S) 29 AND 30. APN 027-070-005-000 (PORTION) Page 4 j Preliminary Report Description Order No. BU -219390-3 CB The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 2, 2003, IN BOOK 158 OF MAPS, AT PAGE(S) 29 AND 30. APN 027-070-005-000 (PORTION) Page 4 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP05074.6 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 05/03/2005 APN: 027-070-084-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. + License Class : License Number: aj5y--)0 -5 Site Address: 6754 CITRUS AVE ORO Date: ' 'C� Contract Map Index: %7 Description: garage (576) OWNER -BUILDER DECLARATION 1 hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for the following, reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GARY VINCELET permit to construct, alter, improve, demolish, or repair any structure, prior 6754 CITRUS AVE to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of OROVILLE CA the Contractor's State License Law (Chapter 9 commencing with Section 95966 7000) of Division 3 of the Business and Professions Code) or that he or 533-5444 she is exempt therefrom and the basis for the alleged exemption. Any (530) violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the 'structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: RED LINE INSTALLATIONS INC pp Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 13407 GARNER LANE such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for CHICO, CA 95973 sale. If however, the building or improvements are sold within one (530) 895-5543 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: RED LINE INSTALLATIONS INC not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed 13407 GARNER LANE pursuant to the Contractors' State License Law.). CHICO, CA 95973 El I am Exempt under Article 3 of the Business and Professions Code (530) 895-5543 Date: Owner: License #: 848025 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: BC I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: -n3 1�J�C'Jl Total Square Ft: 576 S.F. Valuation: $13,824.00 Policy#: 1,195e405 Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. c Date: U U Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. �� �� 7 _ 5 �` �lJf//J f/G ��e `S //S 7 • CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to d work indicated abq a fo which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: B Date: cS By: Address: PERMIT EXPIRES ON: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials._ ❑' Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purp ses. r �\� %njam Print Name (,(D i� l I \ +C'.1J1� O Signature: c - Date: L .O Owner ❑ Contractor 0 Agent for Owner Agent for Contractor 03/01/2005 15:22 NO.139 903 03/01/2005 12:02 FAX 530 899 9531 FIDELITV NATIONAL TITLE 1g) vvuivva MCORDING REQUEMD BY Mid V414ey Title ® Ese:rtyw company V,• PAP VMSM RECORDED MALL TO: Gwy lrtr celet 19 Rosem i Couet 0T0VU, CA 95966 �d���►--tialyd3E��i�.:e Reevirdrd I Rl� FEE 10.iR 0¢1 �S Rec ms "tax as. A DWJ.SNJW l ROSE{M Alm Ass9Stant 1 sartmra 0969M 17 -Jun -M 1 Page fl at e 7hN Uft for laoordwe U" Orly A.P.N.: 027.070.050 File No:: 0403-1458074 (CD) GRANT DEED �. TAS Urtdc 119 11 GrOMM s) VuMn (Aj- 00CU EMTART 7AA Va TAX 891.60: QTY TRANWit TAX 0400: BUR1li:7 MMWMrrr FU s ( x aHOW05" m fudl vows at off. OR t �' oo*+� Gn thZ + a Ati1 lye 1�8 CB � aidl�? e��� rpa0ktl� sl tirt+e oT salE" ( j w+trivRrativ ao; I ) aty of, alid FOR A VALUABLE CONSIDERATION, rewlpt of which is hereby admowiedW, Ryan A. Letwo, an umnanied mast WeW GRANT'S tQ GUY Vinadet, an UnWrAed mail And ClimbAo Wwd, an wimarri®d wamfln @v JoMt tetaan48 he Folbwlno desa / prope-ft in V* urdneo po a ed Sia 01 , COuiW Of Mar State Of C12WO ia: PARCEL 2,, AS SHOWN ON THAT CCRIMIN PARCEL FQAP, RECORDED lig TME OFFICE OF TWE RECORDER OF THE COUMY OF 1MMf,, STATE OR CALIi:ORMA, ON OCTOBER 2, 2009, IN BWK 188 OF MAPS, AT PAGE(S) 29 AND 30. MW1 T8g SbW"erift To: MMM AS MUM 02S"APUM: BUtto,C4 D0tL1Qasnt-Yaar.Doa1D 2004.964113 Pages: 1 of 2 a='dov r s= GQA=wn C; ohVTTFo V%UAE5Cf0U9N Y r NO DEPARTMENT 'IIT ' I 0 OF DEVELOPMENT SERVICES o �►� BUILDING PERMIT APPLICATION 0 0 BPD' D,7y _ AND SUBMITTAL REQUIREMENTS �"' �J o 0 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BIN # c�UN'�yOFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED A T TIME OF APPLICA TION OWNER Name a Yu Vin u LLa4 Va m hvt 1i Address L U`6-; S pw'c' City o You ,Stateoq Address ZiR67b Phone 53:3 -n q Fax E-mail CONTRACTOR Name Name City Address Address L M u� City StatC.9 Ziq q2 Phone Fax ' _ (n12 d E-mail Lic. �L �j ClassCq m APPLICANT NAME ARCHITECT/ENGINEER Name City Address Phone City Fax _ l State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name l ► c L-o__Q_ Address CI ©�� City Stat Phone ( [Cl Fax _ l E-mail APPLICANT SIGNATURE FoVp r office use only: Zoning 2 y Flood Zone I SRA Yes I No Occ. Type Const. If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LOCATION AP# 0 2_� -0 __l0 - 0 2 Property Addres -�V; sowc , f Cross Street �C XYZ O d��1 WORKER'S COMPENSATION Policy Number r'_] O u t" ocJ D - Carrier S_ (,,, If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGEN Y Name Address ScopeDescription or . .r L 54 me vo Iwo, ■ .'!i1 • / 11 Proposed Change of Occupancy -- (Note previous use): EXPIRATION OF APPLICATION Applications for which a pemnit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received b : Amount: -2-19 Bldg �o L/ 9� SRA Recepipt #: 50b Sheriff t ( 75 SMIP 1Other Dat IIA ®, —I Zq — Total REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE, 4 NLD IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ ❑ 2. 3. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ ❑ 7. 8. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer, Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation ❑ 6. plans. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. . ❑ 11.- Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILOING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 utte County Department of Development Services )NNE CHRISTOPHER, DIRECTOR WILLDAN Scott Rutherford (530) 538-7160 �U T rF C' o o o OUR srutherford(aftfiecounty net Plans Transmittal For Review Per Contract 3/23/2005 Applicant: lVincelet / Ward Permit No: 05-0746 Project Type: MH Fndtn/ ar APN: 027-070-084 100% 70% Plan Check Fees $ 219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ® TO: FROM: ' L SUBJECT: O z DATE: WILLDAN Scott Rutherford (530) 538-7160 �U T rF C' o o o OUR srutherford(aftfiecounty net Plans Transmittal For Review Per Contract 3/23/2005 Applicant: lVincelet / Ward Permit No: 05-0746 Project Type: MH Fndtn/ ar APN: 027-070-084 100% 70% Plan Check Fees $ 219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other It ` ;5>Pos- 67i6 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION - 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ll� J�1 (� �l C (�V�1 0 ASSESSOR PARCEL NUMBER Proposed Building Use:Permit Technician: 7H Date: / Items required in order to apply foda permit. All boxes MUST be checked OR marked NA in order to apply.11 JAJ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. �0 is 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. I1/ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form �p I to 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remainin i ems needed to issue the permit. (May require additional plan review upon receipt of the following items.) /N 15. anitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers........................................................':.:................................ © 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 019. Erosion Control Plan Required........................................................................ 2g. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of iggs ............................. 23. California Department of Forest r p n approval aid. Sefteby-f' t� .5 -PF. ? oS �g Planning approval for (A) Use: (B)Parking: (C) Parcel Check: t ......off �0 \ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ IN26. NPDES Form...................................................:......................................... ❑ 27.` Encroachment Permit for driveway from the Public Works Dept ........................... 1 ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... -❑ 34. Deed Restriction.......................................................................................... ❑,,� 35. ❑ Legal description, ❑ M H. Title . , title search, registration or MCO ........................ p�° A Other:- UP �Q yL� ❑ 37. Other: When issued Telephone &A/ij fz-2 M 69/67/land hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applican`A-4 !2 / ' (C Clk-e-- ^� Date: 2 Z U 5 1. Index perplice above items numbered: I Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phane-, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: r 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, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER V J /V LLL—, Celt PROPROSED BUILDING USE �� 7 1. BUILDING PERMIT FEES / �1 C --- Balance Due ..................... $ I --- Additional Fees Due........... $ Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.). 4. URBAN AREA FEES X $0.03 = $ Sq.Ftg. A.P. # o2-7-070-049 L� DATE RECEIPT # DATE REC. (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.)..... X = $ Sq. Ftg. 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 FEE P890 (paid at Building Division) r2!6 L/ 4 8 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. Fig. Amt. 10. OTHER S—wvt � (� q-zOOB _L/2 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APP DATE- �2`&-5 '4 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) Butte County Department of -Development Services o �"T rF o 7 County Center Drive ' �, \ �.. ° o Oroville, CA 95965 0 -��_: ` ` o ' (530) 538-7601 Telephone ° ° cOUNty (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic andlor well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or re uire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name : i G APN: Cha? - O7U 1 6)kY Building site address: (n7_ �a 7<ru S �y� Permit No.: 5 - 0(-15 U I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: NAT RE OF APPLICANT DATE Copy to Applicant/EH/File K:Forms/BidgPennitwithoutClearances 020705 Department C o u n t J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN 9 ACRE1 Project Description: e;-(-3-76 Project Location and/or Parcel Number: G 7 5--c-I C/ 77;—>v S ,Qvi�fr_ c)`Z-7- d70 --©,9V By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from .the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 `AW I LLDAServing Public �N April 21, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 Tel: (530) 538-7169 Fax; (530) 538-2140 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.wilidan.com BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Willdan Project No: 14353-1501 Jurisdiction Job No: 05-0746 Assessor's Parcel No: 027-070-084 Description: Vincelet/Ward-MH Fndtn/Gar Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies sheets AO through A3 dated 3/3/05 by Ross P. Farland * Site Plans: Two (2) copies not dated * Truss Calculations: Two (2) copies dated 8/15/02 by Moss Lumber & Hardware. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Serving WI LLDA�N Public APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC". • Part 3, known as the California Electrical Code and abbreviated herein as "CEC". • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC". • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS". CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the permit application except that this permit shall be for the proposed Garage only per Scott Rutherford*. Specific Use Oc up of Construction of Sprinklers Stories Total Sq Ft rM Garage U-1 V -N No l 576* CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. All plan sheets shall be signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. 4. *This permit and approval shall be for the Garage ONLY. The Mobile Home foundation and any other alterations to the Mobile Home shall be under a separate permit (contact California Housing & Community Development at (916) 225-2501 for additional information on modifications to the mobile home). CCR Title 25, Division 1 Section 4040 SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Paae 2 of 3 Butte County 05-0'746 Wi.ildan :14353-1.501.PCIF W I LLDAN Serving Public Agencies Sincerely, Richard Essenwanger Plans Examiner H Cc:. Alice Mefford, amefford@buttecounty.net Jennifer McCrae, 13407 Garner Lane, Chico, CA 95973, Fax (530) 891-6720 Redline Installation, 13407 Garner Ln, Chico, CA 95973, Fax (530) 891-6720 Gary Vincelet and Cambria Ward, 6754 Citris Ave, Oroville, CA 95966 Page 3 of Butte County 05-0'746 Wi.11dan :14353-1.50ITC .l..1 E.H. USE ONLY Slot Plan Attached Floor Ran Attached Unt to S.D. / TO: Building. Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal- Water Supply: Public Private Well Clearance for dwelling. Other 'I a.A, t' '�- Hold final for: Final clearance O.K. for: NOTE: l tal Health Sp _ _.._❑-_Owner Contractor ... 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Assessor's Parcel Number: 0 ® E — 0 0 © — D a M Scale: 111 = 56 Owner Name (Aj V MC P IP �r !�(Jll r�nb� �C'�. oc ra Address/ Phone No. Iq '�,cf--p fnQ i 0+-- C�� o��,1 \P- - CR q CgCnCD Site Location (a-1544 Contact: Name` Cin, �U YYiC X o �-- Phone 2SQ I - C0-1 1 �1 0daber 23,2M FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: ����J � °� _., �• 4 M ci4 �en accepted as meeting the applicable provisions of SITEPLAN APWIRPROUD California Code of Reg�lafions, Title 24. Accepta ice is not a;)Pr.,)vx! to Piokta any app;ioable code: Th .....'.P-.._ .S... ............ .. ............ ...... .......... ..... ...... ukvctrA (Y t 5. `70 . ....... APR --2-i ... 2005-: ...... 7! js�yv g 9 . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .......................... ...... .............. . . . . . . . ............ ................... ...... ...... * ...... ................... .................... ..................... ...... ...... ...... ...... ....... :***! ................... ..................... ...... : ...... .............. . ...... ...... ...... ...... ..... . .. . . . ....... ........ ...... Pik ing ...... .... ............ ...... ........ 7 : - ... Fi .......................... ............ ..... . ...... ..... ...... ...... L ..fir ........... ............... e–r.: ...... ...... ...... ...... ...... .............. ...... ................... ....... ...... ...... ............. ...... ............ ...... ...... ..... ...... ............. ...... .......................... ................... ...... ....... ... pitw: ............. ............. ...... ...... ...... . ...... ..... ...... ...... ...... ...... ...... ............ ...... ...... ...... ...... ...... ..... ...... ...... ..... ...... ...... ..... ...... ...... ...... nice) ...... ............ ...... ...... ............ ............ ...... ...... ...... ...... ............ ............ ...... ...... ...... ............ ................... ............. ...... ............ ................ ...... ........... ...... ........ ... ............ .................... 7- ...... ............ ..... ....... ........: : ...... ..... .... .. .. ......4..... . .. .................. .........................Prine"I•Ph R' r. .... 4 ... .... .. I ....�.. : 60b ...... * ...... * ...... ...... ........... ............ AA .......... ......... . ............ .................... .. I . ................. .... ... .... ....... PLM APPROVAL NOTE: :AX.3 DIVISIG WILUNG ............. ...... * ..... ...... ............ ...................... ... ...... ...... ............ ...... ...... ...... ...... ...... .... . ....... ...... See the attached We: ................. 6.) .... ............. : ....... : ..... . ............................ N . ......... ..... ... ............... ...... ................... ...... ...... ............. ...... ............ ...... Residential Construction bo Requirements. Pages. . . . . ................ . . . . . . .. ..... .... ....... ...... .............. .............. ...... ........................ ..... ......................... ............ ............. ............. ...... ............. ...... ..... ...... ............ ...... ...... ...... ...... ..... ............ ...... ...... ...... ..... ...... ....... ....... The 2001 CBC, CMC, CPC, CEC, ................... ........ ... ........... I ........ : ...... ............ ...... .................... ...... 7 ............. ............ ..... . ............ nd 2001 California Energy .......... .... ...... .............. a . . . . . . . . . . ...... ............ ....... I ...... ............ ....... ...... . ........... 6� by ............. ....... ...... .......... .................... .................... ............................ ...... ...... ..... ............. ...... .... ...... ...... ....... Efficiency Standards as amended 0 tome) i ..................... ............ : ............ ................ . ... ............... ........................... ....... % ............ ..................... ..................... ...... ...... ...... ...... ..... : Butte County apply to this project :RIM ..................... ............. ...... .. .... ...... ............ .................... ...... ...... ...... ............ ..... * ...... ..... .. ....... ...... Note: Modifications to mobile home will ...... ............ .......... ; ...... ...... ......................... ...... ...... ...... ...... ...... ...... require permits and inspections by ..... ...... ...... ...... ...... ...... ...... ...... ...... ...... * ...... ...... ... ..... ...... ...... ...................... .......................... . . . . . . . . ...... ...... ...... ...... ...... ...... California Housing & Community ................ ...... ...... ............ % ...... ....... .... ...... ...... % ...... ...... ............. ............. ...... .................... ..................... .................... ... . ....... ...... ............ ................... ....... ................ •,..-•-•..•...• Development. Please contact them at (916) ............ ...... ...... .................... ...... * ............. ...... ...... 7 ............. ...... ...... ...... ............. ............. ...... ....... ..... ...... ...... ...... ...... ...... 255-2501 for additional information. ..... ......... ...... ....... ...... ............ ...... ............. ................... ...... ...... ............. ...... ..... ...... ...... ............ ...... ...... * ...... ...... Z ...... .............. * ------ ...... ............. ...... ............ ...... .... ...... ...... ............ ...... ............ ................... ...... . . ...... ....... ............. ......... ... ............ ................... ................................. ............ ...... ....... I ...... ...... ..................... .................................... .......... ............ ............ *:'–.-,: THIS PROJECT SHALL COMPLY L.. ............. ...... ............ . .... ...... .............. ............ ......................................................................................................... ...... ............ ...... ............ .......................... P7. WITH ALL CALIFORNIA :BLJ5-TE:CQ FIFE [-�E ................... ...... ...... .............................................. ............. I ...... ...... ...... ................................. .U.- ....... I % ...... ............ ...... ................... DEPARTMENTof FORESTRY (CDF) REQUIREMENTS ..... ........ .............. ............. ........... ...... % ............. ....... q % ............ ...... % ...... .................... ...... ...... ...... ...... > * ... . ...... ...... ...... ............ ...... ...... ...... * ...... ............ ...... ...... ...... ............. ................ .... M ..... ...... ...... ........ ....... ...... ...... ... ............. ............ ...... ............ . ...... ...... ...... ............ ................... ...... ............ ...... ...... ... ..... .... ................ ....... ..... ............. ............ ...... ...... ...... ............ ...... ......... ...... 7 ............ ....... ..... ................... . .... . ............. ....... W. I L— ...................... ............. . ............... UM ...... ........ ...... ..................... ...... % ............. ..................... ..................... ...... % ........ ...... ...... ...... .... 13 . ..... J i. ct7io n . . ........... CPC, CEC, ..... .... . . .. .. .. ........... ...... ............ ...... ....... . f ....... ..... . .................................... ...... ............ ...... ............. ...... . . . . PROVED..:.. . . . . ................... ............ ...... .................... ...... ...... .................... ................... ...... ..................... ..... .................... .......... .................. ................... ................. .................. A -n . . I * . . . . . . . . . . . .... ...... ................... ..... ----- ........ ................... ....................................... .................................. ...... ..... ...... . & ........................................................................ ............ .......................................................................... ....... ............ ............ ...... ............ ...... * ..... ...... ...... ............ ....... ........................................................................ ...... * ..... ...... ;� F- I � . . Assessor's Parcel Number. OFo-IF - [Z)EJRJ - MR23 Scale: 1"= 5c), Owner Name ('�NVkOrPIC?� t 0AMb(-,\6,- ypoug-6 Address / Phone No. Iq 10+ Ofr7O'i k\ip- . 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Assessor's Parcel Number 0 ®-1❑ — [D ff © — Fa 0 IJ scale: 1" = 5i), Owner Name r-yl� TU Mr p1p0-�- t Mb(-�r' Oar -a Address / Phone No. I� _ txP fl0QA 0 -E- (D 1- U\�•i 1�P . L A 12 ScKpup Site Location (s-1 544 C i kfu-5 AyQ- Dfuw� t E Q -R Contact: Name C-Mfu ( YYACk 0 W- Phone ?xQ ( - CO_j 1 L-1 Oct- 23,2003 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: SITE FLAN :.....:......:......:...................:.....:..:......_.....:.-....:...._.:.....:..-...:......:.....:......:......:.....:......:....................................._....._..................._............._....._............._....._..................._............._....._...-........._........................._........................... �� ... .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. ................. ... .. .. .. ....................... .. ...: .. ... ... .. .. .. .. ........................ .. .... ............. . Gl, r. 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A f ..................: E :......:.. luk ....:7co... .. ....: . • • ............................. , Assessor's Parcel, Number. 0 ® 0 M 0 ©— Fd QO ® Scale: 1" = 5fl Owner Name (ywQ y LOr PtP�r t Address 1 Phone No. 1q l� �Y1f1 l i -4' C�� c��� ► �1P l' �a SCD Site Location Cal SU t^ i k<-v.s AQe Qfu6\ l C Q-R Contact: Name C-NYM 1 ` )CK-)C!Q \2 Phone SQ t - &-1 19 odobw23.2003 FOR OFFICE: USE ONLY. Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL' ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: J1 \ -.1 •- ', `'� �f �� .-.-;y;...� ." i:.- --�, �. V �=,-i':.� ,�.-.' i:i"r.s - �, '. � �_. ,, r r a.:-''�� '. S; -.: � :, ','1 --` „}/.1: ]r , r<:'�.' :,r _ �_ -v--.(.1 .rx- y :.r �-�, 1 ' .i � \ � � `� � ��� gay i v � 1 -1 `� � ,. .',,., r •� .� D .� '1•, �F'' �'`/l \rl'� 1, +�i! 1` ` '� s`7/�1, i � �r, ,iii •i 11`i p �'1 a /`I�n �' �t/ 1 !.'sl `��'In ry 1 0' x +, I C .) :1__i�. Jl.• •� ��i �: J .k.A, ► 1, �a _ lr _'i��.' v �./.r �L;�l-ril .Y.^-r.�\� 7r_��l 'J tel' 1'i.A L� , �� �!� J 01 �1V_v•� X 7�.� i �. Lt GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los trusses no estan marcados de ning6n modo que the frequency or location of temporary bracing. identifique la frecuencia o localizad6n de los arriostres Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, installing and temporary bracing of trusses. instalaci6n y arriostre temporal de los trusses. Vea el Melo Refer to BCSI 1-03 Guide to Good Practice for & Plate BCSI 1-03 Gufa de Buena Prat a para el Maneio. Instalaci6n Handling Installing Bracing of Metal Connected Wood Trusses for more detailed y Ardo< re de lot Trusgs de Madera Connectados ran Placas de MetalDara pat mayor informaci6n. information. 6 pies maximo Truss Design Drawings may specify locations of Los dibujos de disefio de los trusses pueden especificar las lowlizadones de los arriostres permanentes en los permanent bracing on individual compression miembros individuales en compresi6n. Vea la hoja res6meD members. Refer to the BCSI-83 Summary BCSI-B3 Dara los arriostres permanentes v refuerzas de los Sheet -Web Member Permanent Bracino/Web Reinforcement for more information. All other miembros secundarios (webs) pare mayor informad6n. EI permanent bracing design is the responsibility recto de arriostres permanentes son la responsabilidad del of the Building Designer. Disenador del Edificio. © The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. Plumb EI resultado de un manejo, instalad6n y arriostre Inadecuados, puede ser la caida de la estrudura o a6n peor, muertos o heridos. P Banding and truss plates have sharp edges. Wear ® gloves when handling and safety glasses when cutting banding. l Empaques y placers de metal tienen bordes afilados. Use guantes y lentes protectores cuando torte IDs empaques. HANDLING - MANEJO QAllow no more No permita mas Qi Use special care In than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramo. and airports. to A to r 6'max. _ T _ +,r 10, I to Pick up vertical Levante de la•cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK IF/7 D QNk +7 QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Lina semana o mas deben ser elevados con bloques a sada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss bundles " O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. ® Avoid lateral bending. — Evite la Flexi6n lateral. 0 Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. "�L v HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or ;%`; I'7f Trusses 30' or ,, ; z - less, support LJ less, support at t at peak. t� quarter points. r Levante Levante de del pito los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 I� Trusses up to 20se' pies o mens. Trusses up to 30' iI Truss hasty 20 hasty 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga Cada truss en posid6n con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de mas de 30 pies. Greater than 30' Mas de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO FOR LONGITUD DEL TRUSS 60' or less Approx. 1/2 Tagline truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Toe -in /Toe -in Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate SpreaderbarAttach above or stifiback 10' D.C. max. mid -height I Spreader bar 2/3 to �— 3/4 truss length —� TRUSSES UP TO AND OVER TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to BCSI-B2 Summary Sheet - Truss Installa- a tion and Temnrary Bracing for more information. Vea el res6men BCSI-B2 - Instalad6n de Trusses Q y Arriostre Temporal para mayor informac16n. Do not walk on unbraced trusses. No Gamine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con vada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing ion itud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' B' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' V o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 'Consulte a un ingeniero para trusses de mac de 60 pies... Q See BCSI-B2 for TCTLB options. Vea el SCSI -B2 para las opciones de TCTLB. \ © Refer to BS5I-6r2_ Summary Sheet - Gable End Frame Bracino. Q Repeat diagonal braces. Vea el restimen BCSI-66 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos age' f Set first five trusses with spacer pieces, then add diagonals. Repeat R1 R process on groups of four trusses until all trusses are set. Instate los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses haste que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. . 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing 46 DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 ® Refer to BCSI-B7B7 Maximum lateral brace spacing Max. Truss Bow Length Summary Sheet Length ► 10' o.c. for 3x2 chords LI Mgx. Length +w - Temoora[y and Permanent Bracing 15 15' o.c. for 4x2 chords Diagonal braces "y Of every 15 truss for Parallel Chard 1/4" 1' spaces (30' max.) TnLisrs for more Tolerancias para t 1/2" 2' information. 1-1/4° 20.8' Fuera-de-Plomada. Vea el res6men BCSI-87 - Arriostre 1-3/8" 22.9' Plumb temporal v permanente de agonal T!efor o ibob trusses de cuerdas bantileveredparalelas 1-1/2" 25.0' para mayor trst be placed Lateral braces informad6n. on vertical webs in line 2x4x12' length lapped D/50 max ^— I with the support. over two trusses. INSTALLING - INSTALACION QTolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Max. Bow i-- Length —► Mex. Bow Max. Truss Bow Length {'�-'------- B Length ► 3/4" 12.5' LI Mgx. Length +w Concrete Block 8" 7/8" 14.6' Q Tolerances for D/50 D (ft.) 1" 16.7' Out -of -Plumb. i 1/4" 1' 1-1/8" 18.8' Tolerancias para t 1/2" 2' 1-1/4° 20.8' Fuera-de-Plomada. 1-3/8" 22.9' Plumb 3/4" 3' o ibob 1" 4• 1-1/2" 25.0' 1-1/4" 5' 1-3/4" 29.2' D/50 max ^— I 1-1/2" 6' 2" 2:33.3' �.. 1-3/4" 7' 2° 2:8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hash que tDdos IDs an-iostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSj-61 Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informaci6n. Do not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuales. Material Height (h) ::�..1 .>��-a,%�` _7 .�-� _1u .v . _.�_t.av� _• rl tJ `_�`�.'T 'LC7 `'!�:�:. ��¢..��. . `�_:-X1X` '_ +1,v :ilX .n`.�C Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. I -7f Position loads over load bearing walls. IJ Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES Q Refer to BCSI-B5 Summary Sheet - Truss Damage. 3obsit Modifications and Installation Errors. Vea el res6men B - I -B5 Da"no d trusses, Modifications n la Obra v rrors clInstals i6n Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de los { trusses, a menos que este especificamente permitido en el dibujo del dise'no del truss. ® Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garanda del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to the nature of responsibilities Involved, be presented only as GUIDE for use by qualified Building Designer or Erection/Installation Contractor. It is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the ErectioNlnstalladon Contractor or otherwise) for handling, Installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising f from the use, application, or reliance on the recommendations and Information contained herein. \1ER WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane - Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274-4849 • www.woodtruss.com 606/833-5900 • wwwApinst.org e1WARN11x17 031125