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HomeMy WebLinkAbout064-590-053r• 64-�9-53 J / J H. TippettWo' /p�/�! ido Creston, 9, PP 11, Magalia contr: Fuller Const., Magalia Permit #7400-79P,E(util. IH) I ELEC.�—/ rA SUPPORT STRUCTURE REQ,..: COMPACTION MT REQ. • •�12Ci , _., 647 s9-53 contra Beich MH Sales, Ctrico: r.-, Permit #7408-79. I/ Issued_/�[d �• P �/�%� , k r� 64-59-53 ,1; H. Tippetts s �s?//A) Permit #2050-80B(new deck/MH) _..64-59-53 Contra William Goectritz -. Permit#1441-83B;E(new private detached ' garage) 92-1267. B x ` TIPPETTS,EHoward 14014 Creston; Magalia % —contra North'State Aluminum patio cover'&' enclosure/rnh 064-590-053:.- -153:.- .-4 ' j SAiJNDERS, NORMAN 14014 CRESTON DR, MAGALIA CONT: CHICO MHS EX MH PERM FNDd • --tip_:- � �` (� ' �. c J 1 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 IIII "I IIA � (�II I II I��I III I I I' dill 20 5-101010710!f i Recorded I REC FEE 10.00 Official Records I CONFORM 1.00 County Of OROVILLE BUTTE CA CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Myles 02:28PM 24 -Feb -2005 I Page i of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. NORMAN F SAUNDERS REAL PROPERTY OWNER/LESSOR 14014 CRESTON RD MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE UNKNOWN MAILING ADDRESS DATE OF MANUFACTURE OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP Q5 -04J4 530 538-7541 UILDI PERMIT N0. TELEPHONE NUY BER T RE OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE') NONE DEALER LICENSE NO. FLEETWOOD 1980 UNKNOWN MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMENUMBER CAFL2A/BV17091745 60'X 24' CAL147623/4 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED 'ASSESSOR'S PARCEL NUMBER AP# 064-590-053 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. �19- k 11,11!l11j111111115111lu,11,118 zNVO x CDO--Omm s biboicovP rtV19201 Isi2illo 10. :nua3 %8 �. 102354 -SL er,--No. �i0102354 EXHIBIT ONE (ARCEL A: ' Lot 29, as shown on that certain Map entitled, "Paradise Pines Unit No. 11 ", filed in the Office of the County Recorder of Butte County, California, on December 17, 1970, in Book 38, of Maps, at Page(s) 17, 18 and 19. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to the surface of said land. PARCEL B: A non-exclusive easement over Lots A and B (the common areas) of said Paradise Pines Unit No. 11 and the lots designated for common and recreation areas as described in the Declaration of Annexation for Units IV, VI, VIII, X, XI and XIII. COPY of Document Recorded 24 -Feb -2005 2005-0010705 RECORDING REQUESTED BY: Has not been compared with original BUTTE COUNTY RECORDER AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. NORMAN F SAUNDERS REAL PROPERTY OWNER/LESSOR 14014 CRESTON RD MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME fNSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS ' SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP Q5 -04J4 530 538-7541 UILD PERMIT NO. TELEPHONE NU BER RE OF LOCAL AGEN .Y OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD 1980 UNKNOWN MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEMMBER CAFL2A/BV 17091745 60'X 24' CAL147623/4 SERIAL NUMBER(S) .LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP# 064-590-053 Urn>rnnne dzz(e) RFV Riot f t 102354 SL /der No. 00102354 t EXHIBIT ONE PARCEL A: Lot 29, as shown on that certain Map entitled, "Paradise Pines Unit No. 11 ", filed in the Office of the County Recorder of Butte County, California, on December 17, 1970, in Book 38, of Maps, at Page(s) 17, 18 and 19. EXCEPTING THEREFROM all minerals, oil,,gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to the surface of said land. PARCEL B: A non-exclusive easement over Lots A and B (the common areas) of said Paradise Pines Unit No. 11 and the lots designated for common and recreation areas as described in the Declaration of Annexation for Units IV, VI, VIII, X, XI and XIII. s q. ? � a f � � ,µ i� '� t r > $,c _ S y� { ♦ ��. �` 4 A L °' � q� kn� f. � i t 3 ty +,• TOUNDAo S�,.EM.s, -CERTIFICATE ,OF °O t- CUPANCY4 ,.q, . r . s >;. c• 1 s s r BUILDING PERMIT NUMBER: 05-0414 Address or location of unit: 14014 CRESTON RD, MAGALIA CA 95954 Legal Description of Real Property: AP#: 064-590-053 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: NORMAN F SAUNDERS Owner's address: 14014 CRESTON RD, MAGALIA CA 95954 INSIGNIA OR HUD NUMBER: CAL147623/4 SERIAL NUMBER OR V.I.N.: CAFL2A/BV17091745 MANUFACTURER'S NAME:FLEETWOOD YEAR: 1.980 OFFICIAL APPROVING INSTALLATION: DATE: � _,q41-cts- PHONE: (530) 538-7541 H.C.D. 513C STATE OF CALIFORNIA - DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT REGISTRATION CARD Manufactured Home Decal No: LAY1236 Manufacturer ID/Name Trade Name I Model — FLEETWOOD — BARRINGTON i i DOMDFS I 0 0/0 011 9 8 0 , 00/00/1980 RY I Exp. Date Serial Number I Label/Insignia Number Weight I Length Width ' SPC SCC ' Exempt Use Type CAFL2AV17091745 I CAL147623 60' I 12' 04 SFD I LPT CAFL213917091745 CAL147624 I 60' 12' i I Issued i Total Fees Paid Oct 15, 2001 $132.00 i Addressee 0v51NG q+ NORMAN F SAUNDERS IN 'I , �• 14014 CRESTON RD"' MAGALIA, CA 95954 3 0 0 , � r G 0 T1' DEvV NI Registered Owner(s) NORMAN F SAUNDERS 14014 CRESTON RD MAGALIA, CA 95954 Situs Address 14014 CRESTON RD MAGALIA, CA 95954 Legal Owner(s) SIEBENEICHER FAMILY TRUST, DTD 112297 6145 CLIFF DRIVE PARADISE, CA 95969 Lien Perfected On: 09/25/01 08:24:38 IMPORTANT THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. DTN: 2147498 10152001- 508 RECORDING REQUESTED BY: Fidelity National Title of California Escrow No. 102354 -SL Title Order No. 00102354 When Recorded Mail Document and Tax Statement To: Norman F. Saunders 14014 Creston Road Magalia, CA 95954 GRANT DEED Illi Ili 111 l Illi i llil l� 11 it 11111 l 11 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 25 -Sep -2,001, REC i E 10.00 TAn 44.00 Fay Fuge 1 of ABOVE THIS LINE FOR RECORDER'S USE The undersigned grantor(s) declare(s) Documentary transfer tax is $ 1/5/, 00 City Transfer Tax is $ k ] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale, [ x ] Unincorporated Area City of unincorporated area of the FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Janet M. Saunders, Surviving Joint Tenant hereby GRANT(S) to Norman F. Saunders, an unmarried man the following described real property in the unincorporated area of the, County of Butte, State of California:," SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF DATED: September 20, 2001 STATE OF CALIFORNIA COUNTY OF Butte ON 9/21/01 before me, A. -urcriarri,notary personally appeared *JANET M. SAUNDERS* 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 h nd a al i I eal. Signature tr, p vJanet M. Saunders s.• n ,P, .. a'UHCHAM *s �s r a� 0"5 Comm. #1281413 11) NOTARY PUBLIC CALIFORNIA 0 BUTTE COUNTY < �'`�t ifi ran . • n Expires Oct. 22, 2004 MAIL TAX STATEMENTS AS DIRECTED ABOVE FO -213 (Rev 7/96) GRANT DEED 1,—J �. 102354 -SL er No. 00102354 EXHIBIT ONE ARCEL A: Lot 29, as shown on that certain Map entitled, "Paradise Pines Unit No. 11 ", filed in the Office of the County Recorder of Butte County, California, on December 17, 1970, in Book 38, of Maps, at Page(s) 17, 18 and 19. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any r` and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to the surface of said land. PARCEL B: A non-exclusive easement over Lots A and B (the common areas) of said Paradise Pines Unit No. 11 and the lots designated for common and recreation areas as described in the Declaration of Annexation for Units IV, VI, VIII, X, XI and XIII. J NOTES PERMIT NO. RESIDENTIAL 064.590-053 05-0414 SAiJNDERS, NORMAN , 14014 CRESTON Imo, MAGALIA CONT: CHICO MHS RO. EX MH PERM FND - SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CA& JOB FINALED (Da Signature 4=OK 0 = Not OK = NotReadyable 10. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 11. 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Date 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG Card B-1 7. Well Clearance & Disconnect 8. Utility Clearance Zoning Requirements -Setbacks -Easements 10. Roof; Shthg-Roofing 2. Footings; Size -Spacing -Marriage Line Ext.; Steps -Doors -Landings Date 3. 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-Tvoe-Installation Cert. MISCELLANEOUS Date 10. Exits; Insp.-Sketch 1. Zoning Requirements -Setbacks -Easements 11. Cert. of Occupancy 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 7. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 9. 1. Zoning Requirements -Setbacks -Easements 10. Roof; Shthg-Roofing 2. Footings; Size -Spacing -Marriage Line Ext.; Steps -Doors -Landings 3. Blocking 4. Gas; MH Test -Demand -Valve Card B-1 Date Card B-1 5. Electricity; MH Test Card B-1 Date Card B-1 Date 6. Water; MH Test 1. Setbacks -Easements 7. Water and Sewer Connected Soils; Compaction -Structure Stability 8. Gas and Electricity Tagged 4. 9. Exits 5. Elec.; Pool Lighting; 15 Volts-GFI 10. License Decals Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Verify #'s with Office 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Date Card B-1 Date Card B-1 Date 11. 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 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-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/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 47. Card B-1 Date Card B-1 Date Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 17. Water Htr; Vent -Access -Combustion Air Baffle 52. 18. Water Pipe; Test & Anchor -Nail Protection Property Line Firewall & Openings 19. D.W.V.; Test Fittings & Anchor -Nail Protection Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 20. Shower Pan; Test, First Floor -Tub Access 57. 21. Test Tub & Shower, Second Floor -Tub Access Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date 67. Card B-1 Date Card B-1 Date 68. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Trim & Subpanel, Breaker Sizes & Labels 24. Fixture & Transformer Clearance -Ins. Protection Stairs & Rails 25. Elec. Receptacles Spacing -Lights & Switches at Doors Fireplace or Stove, Clearance -Hearth 26. Size Boxes & No. of Conductors Stapled Elec. Outlets at Wood Panel, Int. & Ext. 27. Romex Installed Close to Edge of Studs & C.J. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Outlets & Receptacles at Kit. Counter 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Garage Fire Door; Swing -Landing -Closure 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI A.C. Duct in Garage -Damper 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 32. Service -Riser Conductors & Ground Main Disconnect Plb.; Elec. & Mech. Equip. Listed for Location 33. Equip. Clearances Panels-Motors-Mech. Equip. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 34. Clothes Closet Light -Shower Light -Spa Light Insulation -Foam -Looked in Attic 35. Smoke Detector Guard Rails & Deck Construction -Post Caps 82. Date Card B-1 Date Card B-1 Date _ Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 84. 36. A.C. Ducts Insulation & Support 85. 37. Vent Fan, Exhaust above insulation 86. 38. Condensate Drain & Overflow, Size & Grade 87. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 88. 40. Attic Access & Platform if Furnace in Attic Date Ventilation Throughout House Card B-1 Date Card B-1 Date Glass Protection Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 95. 44. Draft Stop in Walls (rat proof) 96. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/0 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 DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530),538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO50414 B. C. Building Permit 01-16-04 pq 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 02/22/2005 APN: 064-590-053-000 the Business and Professions Code, and my license is in full force and effect. License Class : C `/ 7 n s e mbar: 41 YS�� Site Address: 14014 CRESTON RD MAG Date:2 `z -Z 155 Contractor: Map Index: Description: EX MH ON PERM FND OWNER-BUILDEDECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: SAUNDERS NORMAN F to its issuance, also requires the applicant for such permit to file a 14014 CRESTON RD signed statement that he or she is licensed pursuant to the provisions of MAGALIA, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95954-8908 she is exempt therefrom and the basis for the alleged exemption. Any (530)873-1327 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work,. and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: DOREMUS, GERALD GLEN Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, P O BOX 4121 provided that such improvements are not intended or offered for CHICO, CA 95927 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-895-1774 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: DOREMUS, GERALD GLEN not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 4121 ❑ I am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95927 530-895-1774 Date: Owner: License #: 445103 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Total Square Ft: 0 S.F. Policy #: Valuation: $0.00 Census Code: I certify that in the the for this is performance of work which permit issued, I shall not employ any person in any manner so as to LI become subject to the workers' compensation laws of California, I 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. f S ( U u Date: - I Applicant: q%5q WARNING:ailure to secure workers' compensation coverage is unlawful, and hall 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' hereby i u nd r the a plicable provisions of the Butte County Code and/or 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.) Resolutio to do wo i icated bov r which fees have been paid. '_`� `Z^0� Name: ey. Date: 2^22 —0Address: PERMI XPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am then r 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 subs elf official form or documen of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection p se - Print Name: ����- / rG�`e/�f�% Signature: Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pq 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" CONTRACTOR OWNER Last Name City first Name Zip Phone _ zz y Fax iyt -U Address Lic. # ysO City State Zip Map Book 7 Lot # Planner Phone 3 3 Z 7 Fax E-mail CONTRACTOR Name C d lo _ ff - - Address PO _ SI Df x -//2- City State Zip Phone _ zz y Fax iyt -U E-mail Lic. # ysO Class, y APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Type Const. Fax E-mail Map Book State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail j,� ,—`A / For offic use only: API 0 l Z ing City Flood Zone WORKER'S COMPENSATION SRA I Yes No Occ. Name Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # LOCATION API 0 l Property Address _ City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Wow 04_1 S/ / --r, a.�lf Sq. Footage c/yo ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by:*_ Amount: � Bldg SRA Receipt #: Sheriff SMIP Other Date: / � �SI • � Total REV 7-27-04 , ,' SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! " ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT; OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 n , PERMIT APPLICATION DATA SHEET OWNER:` (��y/L [) ASSESSOR PARCEL NUMBER - Proposed Building Use: r/ Counter Technician:Date: Items required in order to apply for a lieiniit.y All boxe MU be checked OR marked NA in or eapply. 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: (A) Datasheets-aradWWalIatinn int (B) Marriage line info C oor P a 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. 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 ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ A.Erosion Control Plan Required............................................................. ........ 21.' Cees as shown on the attached Schedule of Fees Due Sheet......,..... y2�y/1 Z ZZ -O ❑ ity of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. 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 permits......................................................... ❑ 36. Deed Restriction............................................................ ❑ 37. Grant DeedH. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone 4 ub.7' P � �� '� � and hold for pickup. "1 I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by I 1 Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ co, nt , by �i-��- :�, �_9ate: w Plans reviewed by: Date: Plans approved by:Lw, r `� bate: Structural reviewed Date: Structural approved by: Date: Note transfer b . Date: Yellow: Building Division 71 Vector Dynamics ,Foundation System INSTALLATION INSTRUCTIONS for the State of California - Version 9/212003 INDEX COMPONENT PARTS AVAILABLE UPON REQUEST Approval �dAI+iUPACTgiTtED HOM�I0BQL8 I FOUNDATION SYSTEM 8SA TH AM SAFM CODS. SSt.'M 1=1 APPROVED >.'t°TOOIONB AWNWALMU NOT AUTHORM ORAMM M ONS OR DEVIATION FROM StEQUMMOM0 APPLICMI S STATE LAMS ARID RE T=4 "d cm Ira DwdWast e:� eraI. ool�alsAtUlarAx PLaA�vrat 8�ito 19 FA4fsc_ FESgfO M. i, 0 2 • x024 '1L AL1EQ\P U ' ti' BUILDING •,D,, , .. — Lq co ►e • Atlanta GA, 30336%/E, CD - ----------------__.....E - PAGE RELEASE SECTION NUMBER DATE INTRODUCTION 2 9/2/03 GENERAL INSTALLATION 3 9/2/03 PARTS LIST 4 & 5 9/2/03 LONGITUDINAL DEVICES 6 9/2/03 PIER HEIGHTS 7 9/2/03 SET-UP INSTRUCTIONS 8 9/2/03 • era FOOTER SIZES A Tai WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - 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 Approval �dAI+iUPACTgiTtED HOM�I0BQL8 I FOUNDATION SYSTEM 8SA TH AM SAFM CODS. SSt.'M 1=1 APPROVED >.'t°TOOIONB AWNWALMU NOT AUTHORM ORAMM M ONS OR DEVIATION FROM StEQUMMOM0 APPLICMI S STATE LAMS ARID RE T=4 "d cm Ira DwdWast e:� eraI. ool�alsAtUlarAx PLaA�vrat 8�ito 19 FA4fsc_ FESgfO M. i, 0 2 • x024 '1L AL1EQ\P U ' ti' BUILDING •,D,, , .. — Lq co ►e • Atlanta GA, 30336%/E, CD - ----------------__.....E - 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 may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. E 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 . 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) 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" M •_ (includes short u -bolts, nuts, washers and 6 self taping screws) Page 5 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 Combine Vector Dynamics 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Note: Two struts =1 L.SA. system. Can be used on one pad or slipt on opposite ends of the home. Examples of possible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I I I I I I I I I I I I I I I I I 1 I I I I I Wind Zone I Double Section 18 Ft. Max. - 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone I Triple Section T T I Wind Zone I Tag Section 9 48 Ft. Max. California 9NM 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 it max. Unequal Pier Heights Maximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U -Bolts �a n YI 'moi 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. Page 8 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. California 9/2/03 WIND ZONE I/ SEISMIC, ZONE 4 — 1 Vector Dynamics Systems Required for Single Section Homes (Materials Required) ome Sect%on h- - ie of a it _ 1 ` \ \ I \ \ _ �" :-s;srrs:f 3..x t, ..zys i;�� �'iz ;»'�.: ♦ ♦ � I _ " 8 u - i " ...J� �`,�•(.. , `.. RMS.' Fes' _ £y�` b ... .. .. �� - - a . ._ -. � -♦ 1 �' f��,M �: � � � � max P co rs t 34 - Note: L.S.D.= Longitudinal N , r f�, NOTE: Vector Systems should be spaced as Stabilization Device symmetrically as possible along the length C-) See Page 6. of the home. Pier spacing must be = w consistent with home manufacturers' c Soil Classifications: 2, 3, 4A, & 4B instructions and/or state requirements. Soil Bearing Capacity:, 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), t 12" stabilizer plates (59292), 1-1/4" frame ties , Home Length Vector Systems Anchors Required 24+" Piers L.S.D. Required Per Side or 24" Pier •0 to 72 3 2 ' 3. 2. 73' to 90', 4 3 4 2 A(e'��-s arimJcs F Each Vector System requires one of the following:�j=°�INS > ,��\ 0 -4x4 or 2-2x4 s pressure treated wood compression member, r ;►�, `� Schedule 40 PVC Pipe or 1 adjustable'steel compression (see parts list) C-) w 0 W WIND ZONE I, SEISMIC ZONE 4 Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' Vector Dynamics Systems Required for 0 3 67' to 84' 4 Double Section Homes - 85' to 90' 5 0 (Materials Required) _ - " " - _ - - n io hOm �\ - - b\e Sect O " -1e 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. No anchors required. For pier heights up to 46" for WIND ZONE 28'-36' wide, 38" for 24' wide. 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 Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' 5 0 4 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0. - 2 1 49'to71' 3+2onTag 0 2 1 72' to 84' ` , 4 + 2 on Tag WIND ZONE I, SEISMIC ZONE 4 ,---t,o;\10M ♦�\�� `\\ S+2 on Tag Vector Dynamics Systems Required for -,.-_____-- ems sy , - _ - ' ' , - _ ?6 mo\t\ eon \Jectov ng 2 1 ♦ \ ,♦ Triple Section Homes _ - - ' _ of a vat sp _ - \ \ \ • `� - - \ (Materials Required) sgen _F ♦ ' ` Uws Uatkoll - - y., \ X g���, .• \ ' r ;F'.:. dy ° kY'1��5� �` k fix'•. ' - ' y i *.t �� a .q(g \\ rds • r. �,,i.. t££..� _..., u.. r \ € ' �FRi�I:,t M i, JlFlt \ \ 1 Y — � NOTE: 1 When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that Tag Ori• approximate location. full triple +. NOTE: Vector Systems should be spaced as t x symmetrically as possible along the length of the y ' - home'. Pier spacing must be consistent with home Soil Classifications: 2,•3, 4A, & 4B . manufacturers' instructions and/or state requirements. Soil Bearing Capacity: 1;000 PSF minimum Anchors Required*: None (*Marriage wall anchors may • o , be required by home manufacturer.) , Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0. - 2 1 49'to71' 3+2onTag 0 2 1 72' to 84' ` , 4 + 2 on Tag 0 ' 2 2 85'to90' S+2 on Tag 0- 2 2 �_ .� �' < Each Vector System requires one of the following: ' V T 2 sq. ft. pad 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) (Q CD N C) 0 W WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) - - 1 ? — Vector Dynamics Systems Required for I Double Section Homes (High Pier Sets with Diagonal Ties) - _ _ ' " " ome Cot,- . - - 72� dpuble se - ' - -a of LMp 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. WIND ZONE I Max. Height Unit Width See Page 7 cfl CD - I -Beam CA3 Spacing 2 sq. ft. pad/ 0 to 48' 2 2 2 49' to 71' 3 3 3 72' to 84' 4 4 4 85' to 90' 5 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector 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) WIND ZONE II ' (not to scale) , 2411 Home Length Vector Systems Required Anchors Equired per side LSD WIND ZONE II, SEISMIC ZONE 4 (Hurricane) ---- 5 Vector Dynamics Systems Required for 49' to 60' ' Single Section Homes _ _ _ -,. "_ , -. " • ♦, ; 61" to 72' (High Pier Sets with Diagonal Ties) 7 2 e Sect%ov o sys a� ms.9o\de\ones' V 8 . gin9\JOT veUat\°n m of a eneral spate°me \nsta ,l^_ , -' I 8 \e EXaM011 Ws 9n�st be to 2 '♦ I.ano 5V ,- ds ♦♦ _-.--_ ♦ � 6 ss I � � \ — i � 3�F & �FZ coM. �p - r ar w NOTE' Vector Systems should be spaced as ` - symmetrically as possible along the length of the. Soil Classifications: 2,3, 4A & 4B home. Pier spacing must be consistent with home Soil Bearing Capacity: 1,000 PSF minimum manufacturers' instructions and/or state requirements. o Anchors Required": • 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. Maximum allowable working drag load for the Vector w' breaking strength. , System with steel compression strut is 4,000 lbs. per - the K2 Engineering test report. WIND ZONE II ' (not to scale) , 2411 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' 6 7 2 73' to 84' " 7 8 . 2 85' to 90' 8 •9 2 ec�o�- • _ f, Cb , .! . + ; _ L I�Ef3 3{f `� 3E �{3? F�i { C) �. Each Vector System requires one of the following:ml W �2 s ~. ft. ad 1-4x4 or�2-2x4's pressure treated wood compression member, - jar R f, q P Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) ul ---- - C') E K 0 0 w WIND ZONE II, SEISMIC ZONE 4 \ Vector Dynamics Systems Required for '_- "c k%O o sehms. I e Double Sedion Homes b`efo�vectOTmantJa\gv�t�nes 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. Soil Classifications: Soil Bearing Capacity: Anchors Required": 2,3,4A&Q 1,000 PSE minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min Home Length Anchors Equired per side o� a ? 2eger\( ` SPa ging me ,nsta\\ati LSD 0 to 48' 4 4 3 49' to 60' 5 PW EXa` 3 61" to 72' 6 6 3 73' to 84' 7 show ustblaongOWS tvg%o 4 85' to 90' 8 8 4 Pads \ x 3�h�F y;x 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. Soil Classifications: Soil Bearing Capacity: Anchors Required": 2,3,4A&Q 1,000 PSE minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min Home Length Anchors Equired per side Vector Systems Required LSD 0 to 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 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) breaking strength. w'. co Home. Length Vector Systems Required Anchors Required Per Side LSD Main 'TAG Oto 48' 3+2 on Tag -WIND ZONE II, SEISMIC ZONE 4 1 49't671' 4+2 on Tag 6 3 2 ` Vector Dynamics Systems Required for 4+3 on Tag _ - - me 2 85' to 90' _ 5 + 3 on Tag S Triple Section Homes - ' " " - " ' / sect%o ystems, ' ' ♦ \ I ; ��`` . (Materials Required) . - - , " , / �1U " - - ' I6 fit r toot for\eO " -- a609 " \\� -- - - -- EXanshoWs9e - �' �y , `J \\Wst�at\o - / yNUI�w - I r \ � " AN NOTE: r . When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that _ approximate location. Q1 � i NOTE: Vector Systems should be spaced as v, symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers instructions and/or state requirements., r rag Or full triple Soil Classifications: 2, 3, 4A, & 4B pf . Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 3/4" x 30" with 4" helix anchor'(59095) 1-1/4" vertical ties kyr - w//4725 lbs. min. breaking strength. w'. co Home. Length Vector Systems Required Anchors Required Per Side LSD Main 'TAG Oto 48' 3+2 on Tag 4 2- 1 49't671' 4+2 on Tag 6 3 2 ` 721to84' 4+3 on Tag _ 7 3 2 85' to 90' _ 5 + 3 on Tag S 3 2 Each Vector System requires one of the following: _ a� «C) _ 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) r 2 sq: ft. pad } r 2 sq. ft. pad' Vector Dynamics Metal Pier & V -Drive Installation 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 for rocky soil V -Drive anchors are used on/v in Zone 1. single section homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. 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. -' Page 16 California��,� 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 1 6x1 8 = 288 sq. in. - or 17x25=425 sq. in. Z 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 Engineer familiar with site conditons Q�7 $am 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 (galv. 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 ps for concret( footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt �x I*!, 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 Ti Inside Tie Brackel Compressh boards of PVC Pipe U -bolt Page 19 California Vector pad for concrete Concrete footer *am, Sivas RESIDENTIAL 164759-53 92`-1267,B -TIPPETTS, Howard �i 14014 Creston, Magalia contr:'_North State Aluminum -,Patio c.oyer'c& enclosure/mh i� pb3 . f JOB FINALE Signature t\ J=OK O = Not OK =NotNo Ready MOBILE •MOBILE HOMES c 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. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ P L" ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ' MISCELLANEOUS Date DEC , CO.VERS, CARPORTS, GARAGES, (Plans)OK except #'s KP'K,ng Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Sh g'.-Rfg.-Bracing lum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows=Doors 7. Electric 8. Fr g;'Sils-Anchors-Studs-Rftrs-Trusses id' g; Nailing -Veneer -Stucco -Mesh 1 oof Shthg-Roofing lilxt.; Steps -Doors -Landings Date and B-05 Date Card B-1 Date Card B -r Date Card B-1 Date POOLS (Plans.),0K except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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- Enclosu res- Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V=OK O= Not OK = Not Applicable Not Ready RESIDENTIAL (; ' = Date UNDERFLOOR (Plans) OK except k'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 -Bloc kouts-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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 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 16. -Water Htr.: Vent -Access -Combustion Air -Baffle ---------- -------------------------------------- 17. Water Pipe; Test & Anchor -Nail Protection ---------- ------------------------------------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------ -------------- - ------------------- 19. Shower Pan: Test. First Floor -Tub Access ----------- -- ---------------------------------- 20. Test - Tub &---- Shower, - Second Floor -Tub Access ----------------- ----------------- -- --- 21. Gas Pipe: & Anchors Date Card B-1 Date Card B-1 ----------- -------------------------------- -- - ---------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except u's 22. Fixture & Transformer Clearance -Ins. Protection ------------------ ------------------------------------------ --- - - 23. Elec. Receptacles Spacing -Lights & Switches at Doors ------------ ---------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled --- ------------------------------------------------------------ 25. Romex Installed Close to Edge of Studs & C.J. --------------------------------------------------------------- ---------------- 26. Equip Ground made'up w!Mech. Fastners-Bond Gas & Water ----------------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------------- - ------------------------------ ----- ----------------------- 28. Subfeed Wire Size / r ga. Cu or AI-A.C. Wire Size ! / ga. Cu or AI - -------------------------------------------------- 29. Range Circ ! r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------ ------- ------- - ---- ---------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------- - - ------------------------------------------- 31-.-Equip.-Clea rances Panels-Motors-Mech. Equip. ----------------------------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ------------------------------------------------------------ -- 33. Smoke Detector --------------------------------------------- - ---------------------------------- Date Card B-1 DateCard B-1 --------------- ------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34._.A. -C.- Ducts Insulation & Support ------------------------------------------------- 35. Vent Fan Exhaust above insulation ----------- -- --- - -- ------------------- ---- - - - - - -- - -------- --- 36. _Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ---------------------------------------------------------------------- --- 38 Attic Access & Platform if Furnance in Attic -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ---------------------------------------------------------------- ---------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except h's 39. Sils, Proper Material & Anchors ------ ---------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ----------------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing -- - --- - - - - -------------------------- ------------------------------- 42. Draft Stop in Walls (rat proof) 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------------------------------------------------------------------ 44. Headers & Beam -Size & Bearing r "Ingle & Duplex) Date FAAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions ---- _--- -50. Garage Fire Protection Framing 51. Property Line firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. 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 61. Ext. Steps -Door & Sidelight Protection -Landings ___ 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ------- -------------------- 64. Bedroom Exiting ----------------------------- ----- 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels --------------- 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth --------------- 69. ----------- 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Gap-CookingClearance - -71.--Elec.-Outlets & Receptacles at Kit. Counter ----------------------------- ----------------- 72. -Garage -Fire -Door: oor; Swing -Landing -Closer --------------------- 73. A.C. Duct in Garage -Damper 74 Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ----------------------------------- 75. Plb.. Elec. & Mech._Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck -Const ruct ion -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ------------------------------------------- 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No: Planters--O-Yes ❑ No 81. Stucco: Brown -Finish -- ------------ 82 A.0 Unit: Disconnect. Electrical, Plumbing ------------- 83. Vents Above Roof; Plbg -Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing -85.-.Exterior-Elec.-Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House --------------------------------- ----------- 87. Glass Protection ----------------------------------------- 88. Corrections from Previous Inspections ------------------------- -- - --- - -- - -- ----------------------------- 89. Gas Test -Meters Tagged; Gas -Electric -- - -- - ------------------------------ 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy -Compliance -Certificate --Other Certificates -------------------------------------- Date ------------------------------------Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT 7 County Center Drive - Orovllie, California 95965 - Telephone: 910/638.7541 APPLICATION AND PERMIT O® 064-590-053-000 �l BUILDING PERMIT OWN R Howard mi etts YCLEPHONE 873-3062 SQ. FT. OCC. BUILDING VAL A O 240 13 Op .00 OWNER'S MAILING ADDRESS 14014 Creston Rd, Maaalia, CA 95954 CONTRACTOR'SNAME North State Aluninurl, INC. erh TELEPHONE 343-7956 CONTRACTOR'S MAILING ADDRESS 3029 z Fireplace CONSTRUCTIO LENDER N/A UNKNOWN Total Valuation $ 0. LENDER'S MAILING ADDRESS Filing Fee ,$ 15.00 Permit Fee $ 52.50 ARCHITECT OR ENGINEER Ashton, Vance & Assoc LICENSE NO. 25786 Plan Checking Fee $ 26.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 987 W Foothill Bv, Claremont, CA 91711 Penalty $ BUILDING ADDRESS +9+4 Creston Rd,. Ma alfa, CA 95954 Permit fee $ 93.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT 1 NO. O SUBDIVISION NAME PARCEL MAP 38 Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome® Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home S I G I W I @ 15.00 TYPE OF WORK New ❑ Addition j] Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Install Patio cover and enclosure on existing Deck Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 200ATO1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License ,Jo. 424-4.99 Classification R1 ,C-611 ,r-41 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.N) OR ADDNS. ( ACC, BLDGS. 3.64sq.tt. NEW CONSTFt MULTI -OUTLET @ 5.00 NO N.RESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. OCCUp(OUTLETS OR FIXTURES 20 C@ 76 FIXED APPL.NS. EX. OCCUp. OUTLETS ((RESID )REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wirin4— g 15.00 9 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject. to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X 4 rr\­� gk4/ C. Date L4,/17/ 9 a. Signature pp ❑ Contractor ❑ . Agent El An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES 93.75 HAz I DFEES I IMP 1 FLOOD CDF I PARCEL PD M Issuf This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indi ted bo for which fees have been paid. D sR O SUB IC WORKS r�A PE T E P R `ate Date,5' T Receipt No. 11-5&&-'5 WHITE-D.P.W., YELLOW-A58[930R, PINx-INSPECTOR, GOLDENROD -APPLICANT 0 ._-•r r " �........�,...-�„ . •-��sr-vru,:..-s..'-.-:iti:""-K"r'�"•'ti`."'a+. 'S3�1r(r^•+.�.%�.-.'.''h ...: �. �. - ,_ '� t' COUNTY OF BUTTE - DEPART NT F PUBLIC WORKS - BUILDING DIVISION - 7 COUNTY CENTER DRIVE - O OVILLE CALIFORNIA 95965 - TELEPHONE: 916/538-7541 t PER YPLICATION DATA SHEET Permit No. OWNER1119j�4AAZANo//�� S P. .� Proposed Building Use RlY /D g Building Inspector Date 'I 21 92 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted.........................DATE RECEIVED APPROVED;f............ 2„ Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... e chool District fees paid .............. �)City Sanitation approval from R,4.015e Health Department S�_� 6 '92 7 *4) of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required . Pre-Inspec. request to ,. Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other , Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date '' Copy of plans sent Health Dept. Fire Dept. Other Date By sg The following data must be submitted pr'�� permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: . r. ,. A f- Oanschecked _i_ _ esigner, owner, esigner, owner, by Copy—DPW was advised of abo required data by_pho ern il_ ounter by date was advised of above required data by _i=__P'hone_mall_counter by date �G Date 0 Plans approved by Date Sets of plans on hold in File cabinet AP folder hudo m„pu 5 TO Buildinc Department FROM: Environmental Healthj- , SUBJECT: Sanitation Clearance E— 4jor �� 2� fr�oc=moi �� tM� f Owner Location AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance f d o ''le home. Other NOTE *** — Date Sanitarian ROOM ENclosURE P44WS NOWARD T1Pa1075 • iloiy cR<-xaN , MA ,41U i MA 6tCE NOME /I L611 a 20I EW(!Lo-VAE BACK DooR ON 12'K 32.' 6ECK SUDIrJfr iiooR A -1DP View Roar- SYSTW4 .Sova 1,viN&)w3 ------------- — r-,ON` vldW R(GN� s►j&e vleK) ENVIR0%MENTAL HEALTH MAY 2 1 1992 PARADISE, CALIFORNIA APPROVED Butte County Environmental Health ate Signature `+`L.EFi-Sipe Vl� r)A1F: �`r-$� Q2. PLOT PLAN Fon PEnMiT APPLICATION TNROUGH: C00ArW of 8L)-/77F- NORTH., L) 77F -NORTH, STATE BUILDERS (Div. of North State Aluminum, Inc.) 3029A ESPLANADE 0 CHICO, CA 95926 Telephone: (9 16) 343-7956 0 Fax: (916) 343-1776 I..ornlion:��0/�{ _ C%Zc`3TON Rd 1W 4GA{iq 95-95il PARCEL #: 064 -590 - 053-000 Ownwr: NowAvQA 71PPE7 TS _.__Mailing Address: .SfiME Woilc 'to Be Performed:_ pvsn4u PA-7o-We1R_a*te( &VcLosuRc oN afC/STIjg OKE(_______._..__.___ W2' / ENVIRONMENTAL HEALTH j I I APR 3 0 1992 i as, —� PARADISE, CALIFORNIA J Snanc_. W Suffe County Environmentul l-lealih 25r --� --- - --- e at t t`Y PRoPb66b:.�`° Signet i � wccasv�e� E z DATF: 4-9-9Z PLOT PLAN FOR PERMIT APPLICATION THROUGH: COyAfTy OF QUiTZc IX NORTH STATE BUILDERS r� `f (Div. of North State Aluminum, Inc.) 3029A ESPLANADE • CHICO, CA 95926 i Telephone: (916) 343-7956 • Fax: (916) 343-1776 Locnlion: M014 CIRS -0N MA-GAt A 93-951/ PARCEL #: 064 -590 - 053-000 Owim.r: gOWAiQp TIPPETTS_.---._—Mailing Address: SAME work To Be Performed: //v5rA-M- Pig -77o Co✓ -R an,� &WCLoSURE ON &-X/S77Ao& J A0610 IMIJ @P844009006 bdl 1" 12 - she job: -at all times and it is unlawful ao changes or alterations on some w inuf #47WAI- W, -3srtnission from the Department of Public , "aunty of Butte. _ 1 Kfanr-'A111 Mewriol• Workerranship shall �/tF "-dancern with IzecNinized good( Practtoos &4 - �5 quality pmkrlbed for the SpedlW tAb 11100%!V sent I U-. a� 8uil�inq,Plumbin b MethoAirgf s .,.d the gL,"ricaliOvie. • � ra i 4 251 II� i � � PRoPt�a c-ivccasvR. v Location of iuirtures 8 OquipmOrd shall be as shOM m 8i clear of 4 easements: W a rJc S CDE �► R FSS 5' 2 b ; q0i; 13 pCX-S m n -0 71 � L ZD �z ■ I '�� jji yi �}.iE OeVf�rt!lt��i.19':�: �it:`. �i^i�`-i•'� i� ��1> �� e, F.F;'3;i f•M rF•7aa^+ Fzil� +�"tQtnf+.°..1•t:�L' YJ 7^ n . �?� kh*;i s ti t a.rshlri,�!tA 47-m—D �l:'3Jt('i*^`�i t`t�K n+•f�1. 'at �ita�x�,'� j1:%� � iT F'i�:'.�•J}4� �:+�#. itis � �"ne7. t LW -r Rte• r - GENERAL NOTES 1. These non -load bearing panels are intended for use as full height filler and knee wall panels in mobile home awnings and patio enclosures as regulated by Title 25 and the Uniform Building Code respectively. 2. Tempered hardboard shall comply with product standard PS58- 73. Currently Forest Fiber Products Co. (ICBG E/R 1300). 3. Interior hardboard shall conform to the requirements of product standard PS59-73. 4. Pre -finished plywood will be fabricated to conform to PS51- 71, with Lauan (tropical hardwoods) face and to HPSG-719 structural group C; and with HPMA glue bond, Type II. Plywood may be flat and plain or with printed lines; or deeply grooved (as much as 0.25 -in. wide x 0.055 in. deep). Each sheet shall bear stamp of approval by HPMA (ICBG E/R 2806) or other recognized Quality Control Agency. 5. The adhesive shall be HC/2, a propriety adhesive by United Resins, or alternatively NPW/1 a proprietary adhesive by Swift Chemical. Both adhesives are classified as Class I, Type 2 adhesives. 6. Core stock shall be Honeycomb Products KP 1.0' -80 co) EDF, Non -Structural Grade; Thermax Insulation foam by (CELOTEX) plain factory finish, (ICBO E/R 3223); or TSX 100 Insulation foam by RMAX, INC. (NER 170). 7. The components cited in nos. 2., 3., and 4., above, shall at least conform to Flame Spread Classification III, Table 42-A UBC, 1985. (FSI -200, or less). 8. The manufacturj-' any component cited in items 2. through 6., above, shah certify to the compliance of each shipment of that component with applicable specification(s). 9. Maximum allowable wind load is limited to 25 PSF at 48 -in. span between posts or mullions. 10. Panels may not be used to resist axial or racking loads. ll. All panel edges are to be shielded in aluminum sections and caulked. 12. An Identification Decal with Department Of Housing Insignia and Manufacturer's Panel, Identification Number shall be located at one end of each 4' X 8' panel. L_Zf APPROVED AS BUILDING COMPONENTS ANDfOR BUILDING SYSTEM FOR CALIFORNIA FACTORY -BUILT HOUSING PLAN APROVAL 1.0. HCD 2 71f MODE'_ N PW - I - Alcan Building Products Division of Alcan Aluminum Corporation ALC.^ N .LLE:./YOrVE A"ROVED a7 OMww t,r .h: 2-/6- 9/ PATIO WALL PANEL CERRITOS, CA & FREMONT CA DRAW _... "u1 4 H :XLiF. I n 3 s . I n 1 TYPICAL PANEL INTERLOCK NOTE: THE CAM LOCKS ARE ENGAGED 1MTH A 5/16- ALLEN WRENCH TO LOCK THE PANELS TOGETHER AFFER ERECTION. %ME COUNTY 6UiLlWNG PEPAR MENT APPIpvvy f4• CAM L= (PMnON VCM) GENERAL NOTES 1. THESE FOAM. CORE ROOF PANELS ARE FOR USE ON RESIDENTIAL PATIOS AS REGULATED BY CHAPTER 49 OF THE UNIFORM BUILDING CODE APPENDIX OR AS MOBILE HOME AWNINGS AS REGULATED BY TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE 2. THE PANEL FACINGS ARE - A. INTERIOR: 28 GAUGE STEEL, CONFORMING TO ASTM A-446 GRADE A, AND A 1-1/4 OZ. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525. G60. B.'EXTERIOR: A MINIMUM OF 0.024 INCH THICK ALUMINUM. 3105-H14. 3. THE CORE CONSISTS OF FOAMED -IN-PLACE, RIGID POLYURETHANE MATERIAL WITH FLAME SPREAD AND SMOKE DENSITY RATING NOT TO EXCEED 25 AND 450 RESPECTIVELY. 4. AN IDENTIFICATION DECAL WITH DEPARTMENT OF HOUSING INSIGNIA AND MANUFACTURER'S PANEL IDENTIFICATION NUMBER SHALL BE LOCATED AT ONE END OF EACH PANEL 5. MAXIMUM ALLOWABLE SPANS ARE AS SHOWN IN TABLE NO. 1. TABLE NO. 1. SUPERIMPOSED LOAD (LBS./S0. FT.) ALLOWABLE SPANS ' 10 15'-10' 20 _--_1.1'-9' 30 9'-9' 6. THE SUPPORT AND ATTACHMENT OF THE PANELS MUST BE SUBSTANTIATED BY- CALCULATIONS SUB- MITTED FOR BUILDING OFFICIAL APPROVAL .METAL FASTENERS ARE TO BE STAINLESS STEEL. 7. THE ROOF IS TO BE CONTINUOUS IN THE DIRECTION OF SLOPE BETWEEN HIGH AND LOW POINTS WITH NO TRANSVERSE JOINTS. APPROVED AS BUILDING COMPONENTS ANDIOR.BUILDING SYSTEM FOR CALIFORNIA FACTORY -BUILT HOUSING PIAN APROVAL I.D. HCD-S3 MODEL F1�a F Aai Q j4q.00 f 7, FT 9-0 f X �� E1VC�SthQE r. iNz 17Z 4 Locgnoru 7 1 EX/.ST" DUCK i)l t2GGTN U k3DM AMMO 77A*- TS P. /yo/-� CRssT w Rd• Y, 1-1*Go ciA U. �X�f �f'x8� G/ROSS qX6 .soisTs D.F fbsr 7_ y" 0.c. APPRO)t 29 " D.C.. ON 'pim 1awcpcs. s cC301, `joN 6N 6Nco� �� ZIS �CZKI �fZp��p6 Appeovect (zwiCCidN I 4rXL �8" p►�� o v c6 WN40YA gXly p� Z \ I LxI S -n or- o6c BGN6 ?' V-) 4X44 90s�a � posts (7 � 4'` oe WUNTY QRACA/G 6Ull.Qi�Q pVAiC1'WN APPROVED rn w. 22 "sa FY-� joae 5 ate t& -c Ae&N 16 0 Ion ski N t IV - 16 0 Ion ski N t Room ENCLOSURE P4*,VS hbwfheD �77POAE7TSY"�+ � �+ l4`oKf �-s; aAr r 'MR�A 11 � 6" Y,20' BACK bwR UVIIIJG ONLY- SH79LL 001- st 056D, -O2 � ttA,BITA/blx ,eo0'i�7 t I 'faP V�EUJ 1 pppMoua ROOF SYSTWM vs opw Pee 00( SPP' wIA6)tMs Soup e -ft Be sce6E1- l0c. - - '�ETMOV ARvt� 'P�----�-- F�eoN` V14" R«t+T--soe vial 5A fF-f f - e.EF=sine ViaaN OUTTE CCA.)1�-(,y Uki ll.-NNIG DEPA I S IEN'T .HR0', IZ6.7 UNI'FOCM 3Co5'p.l \ L GL 31 07,'r -- S F��O� "56� x 12o� �T ® 7 3102.5 (Z. -7'S) w o Z-+ Z 'PD - 36'S x 22.25 -+- ZI33�� = 3gCs�,SS 2 L_ 19 z T lbs ✓ rn �� 80232 R=)Z5(0,06 r 2 —13o � Z gel �2S fi �g82,s = y rn = w a_--- 2 2 AA y10.�25 S� IZ (2 � 3 a vv N 10� WH.2 �Pa� s .�r uA o • � 1 U2= �1- w�- q,4q.gl- 25SS= � V3 - 12► - w L -t-2 z go V q - p 1255 S� = j2 x M MAY I�►2= xI $02AI9 q5 M t t . �' s F. •r.;}. -••� � �� .� L •t �t; t.�t�; J1 +i s�N( ,r s l�j i S C r :, � ? .S. a� !r• .5,. V.i� �� i- ` .w...... L.3L _. . '�► t • iirr.t y„ Vii. dVli • t' .is :`;ti • S' "' .+-.' .r. E 1sV,Y,� * r V ' S' .� -+• • s^V• '- �. �t{•?•.. � . r t K ,; a +. ,w, ,iJ•. 1 •. - ; •,-.q;. i;1•��X1rx� .�%4'T�� • � � _ "� •�:.(1`I• - l -.t y :LAY . ::NTO FAM. RM. J .MIRROR ( MIRROR t REP J ; CJ �— scr RAN G-:-�E.-VIEH' BATH 8� TH T DETAILS..- 2 47'-4• C2'-4' 28'-0• .. _ , - _ . _MUM1 menS Jill ! ��It rig ' P'41 to 1 lit ��t , _-NORTH STATE BUILDERb 'c (div. o/ North State Aluminum, Inc.) EARL PEERY Estimator (30 9A The Esplaan de, 343-756 or C8 Chico, 3 , CA 95926 k abe Seamless Siding Patio Enclosures Mobile Home Roofing Garden Rooms Carports., Patin Cet)ers, Awnir,7s Sur,Rooms { '12e49^ AWARD 71AV-M /.!o/4 cRss7w R40 MAGAiA CA. KAJ �f "x8� G/oet 5 �FX6 .]a�STs D•F Rbs+r. 7_ y" 0.e— �SP2�X 29„ 0•C• oAj O R puaCKS MIN00 i 2J(!o AeTK/�uG I 7 4x'4 BRAUii/G -P/EQ 9LOCK �� c I I W = 125 La "1'- 4 tom• � 3 i�,�� �Z� V-;.PRobp-ocsEb �vctns�Rt I-oco+vo v AWARD 71AV-M /.!o/4 cRss7w R40 MAGAiA CA. KAJ �f "x8� G/oet 5 �FX6 .]a�STs D•F Rbs+r. 7_ y" 0.e— �SP2�X 29„ 0•C• oAj O R puaCKS MIN00 i 2J(!o AeTK/�uG I 7 4x'4 BRAUii/G -P/EQ 9LOCK �� c 2,0 (GIS x2,S� + i Q13 x = J --7= -7 6 i -Z 941-76 f3 .7 - --------- 5z 371?) lq78 :RPB�f � IW: —Www D� i c5 ic COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 Wel_)+ SfiATta_ kLG�VI 1 I1�1 12GUM T1 �Ts �oZ) A eSPCA,vNOC Crflco cfS4 Z, With reference to the above subject: " Attached is: OTHER DATE/.Iq�9�L RE: P44 io Cour P.e,,m it -0 q2- I z 6 7 A.P. # G(,q--59()-US.3 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet. Owner -Builder Verification Form List of Codes Enforced LL We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including at and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. �- Sani ation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville r/ Skyway 6 Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. 1� Should you have any questions concerning the above, please contact of this office. JFG/a j Yours very truly, William Chaff Director of Public Works .F. Glander Chief Building Inspector MOBILEHOME ACCESSORY BUILDING OR STRUCTURE ALCAN BUILDING PRODUCTS P.O. Box 163 + Mesquite, Texas 75149 Standard Plan Approval No. Designed For: lbs. per square foot roof live load lbs. per square foot horizontal wind load lbs. per square foot floor live load lbs. per square foot wind uplift load Structure (may) (may not) be enclosed. Department of Housing and Commimity Development r rv\ 0 z b Q�. O � I y I I i 0 n gm� 2050-8031 �PIIRM I T .NO. PERMIT EXPIRES OWNER H. Tippetts CONTR. owner 64-59-53 LOCATION, (A.P. ) 255 Creston Rd.,lot 29, PP#11 , Magalia t 4 { 4 r Temp. Power Pole CalledP�&E Temp. Elec. Serv. Ca ed PG&E Tem6. Gas Serv. Called PG&E JOB FINALED _' (Date (Signature (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS ,. BUILDING INSPEICTION- RECORD BUILDING BUILDING (Cont'd) P MBING Setback Firewall Soil Piping Forms ,Parapets list Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa l l Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov, for ph sically handicap ed Conformance of ex. structure Appliances Gas Piping & Te Temp-Gas Slab Final _ O Sanitation Patio A5a FIREPLACE Final s-?i1- Ira Footing ELEC RICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRESPRINKLERS Motors Framing - - o Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heatino Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOMEUTILITIES ------•----------- Water Piping Elec_ Service Sewer Elec. Pedestal Gas Piping M 1 EHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping in 9 DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) IN COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califorgia 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMI OWNE ��--5, TELEPHONE SO. FT. OCC. BUILDING VALUATION ✓ OWN '� ILL G RE S / � 14 kcNT T 'S NAME TELEPHONE ONTFr CTO&SJMAILING ADDRESS /17 CONSTRUC 10 NDER f UNKNOWN Fireplace Total Valuation $ LENDER'S ADDRESS Permit Fee $ ARCHI EC �GINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT R N ER'S MAILING ADDRESS Permit fee $ BUILDING ADDRE'St des PLUMBING PERMIT Filing Fee 3.00 / Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO.SUBOIVIS O NAM PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome;K Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New Addition ❑ Remodel Utilities ❑ Installation❑ Other ❑ Describe work: �� — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee, 3.00 Main service 100 AMP ORV OR LESS5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC, BLDGS. 20sgft CONTRACTORS LICENSE LAW I declare underenalty of perjury (check One): ElI am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec: 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR (MULTI -OUTLET NON.RESID. BRANCH CIRC', TS2.50 ea NON -RESID R (POWER SINGLE OUTLETTUS &I Ex. Occup(OUTLETS OR FIXTURES 50@� BAL@1os FIXED APP LNSR . O Ex. Occup. OUTLETS (RESID.) EA.) * 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare un er penalty of perjury. (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. FV I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 3.00 Heating Cooling Hood 2.00 Ventilation permit Fee $ Contractor 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains said County in consequence of the granting of this permit. Date Signature of A c nt — Owner Conrraoror ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over -3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE ottua. GiouP-TY-PE /�/occ ! OF CONST. f� /V PAR✓ ` 5su This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC R OF PUBLIC ey P MIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date F'' Receipt No. / m23 So WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT PERMIT NO. 1441-83BE PERMIT EXPIRES_ A-/" OWNER HOWARD TIPPETT CONTR. Wm GnAckrit7, Paradicp ASSESSOR PARCEL 64-59-53 LOCATION LOCATION 14014-"!wft Rd, Magali a _ I Temp. Power Pole T J = OK 0 = Not OK - =.No4sAppllCable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDE FLOOR Plans OK except M's Date FFJAMWG Continued Zoning requirements -Setbacks -Easements 4t P erty Line FireviatoOpenings 2. F!Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 41- Ext. Doors -O a Ch ck Garage -3rd story, 2 exits ,g,, ge-Ftg, Garage; Soils -Steel- / /" Ftg. Depth 50. Sta' s; Width droom-Rise-Run-Landing-Fire Protection 4. Fig., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5( -'-Plywood o(,PAIOverhang-Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel -Blockouts-Wrapped-Slab 52. Siding .neer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. jStucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access _ 7. Piers -Fireplace Ftg.-Steel 54, lazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 wa /O -Sewer Test 55. Shear Walls; Nailing -Bolts _ 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test-Ancho -Re r -Service Test 11. Electric; Underground WX 12. Plenums & Ducts; Clea -Material-Support-Ins. 13. Girders -Sill - nchor ts- oists-Vents-Cripples Card -BI Dat Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI q+ Date Card -BI Date Date FINA tans) OK except q's Card -BI Q1 Date Card -BI Date Date PLUMBING (Permit) OK except q's 5 xt. Steps -Door & Sidelight Protection -Landings mor 14.Nater Ht.; Vent -Access -Combustion Airurnace; Vents -Clearance -Comb. Air -Connector - In rage; Above Floor-Ducts-Mech. Protection 15. WNter Pipe; Test & Anchors -Nail Protection 16. D. .V.: Test-Fttngs & Anchors -Nail Protection r5,2ae'tr^"-Exiting 17. Sho er Pan; Test, First Floor -Tub Access 6 Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61 ec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas P e; Size & Anchors s Rails _ -" --ace or Stove; Clearances -Hearth 64AIec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66 Tec. Outlets & Receptacles at Kit. Counter Date ELE ICAL Permit OK except q's tre Door; Swing -Landing -Closer �e8--*-e-5Gct in Garage -Damper ' ure & Transformer Clearance -Ins. Protection Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- , Above Floor-Mech. Protection -- _ E c. Receptacles Spacing -Lights &Switches at Doors 2 e Boxes & No. of Conductors -Stapled 23 R x Installed Close to Edge of Studs & C.J. IV PI Elec. & Mech. Equip. Listed for Location 71. lec. Receptacles in Garage; (G.F.I.)-Romex Protec. -_ 72 -- ppliance Circuits in Kitchen &Conductor Size 79--auard-Rails & Deck Construction -Post Caps - Subfeed Wire Size /Jig . C AI-A.G. Wire Size / / ga. Cu or Al 74...-. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance LookedMider Floor ❑ Yes - - - _26. 27. ange Circ. / / ga Cu or AI -Oven Circ. / / ga. Cu or Al, In ulated Neutral -Yes []No 28. Ser ice -Riser Conductors & Ground -Main Disconnect 75. Following instld.: D,r�'vp Yes ❑ No; Walks Yes ❑ No; Planters ❑Yes LyNo 'jam stuLu Brown -Finish -- 29. Equt . Clearances; Panels-Motors-Mech. Equip. Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet - 30. Clot s Closet Light -Shower Light - ove Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. -- - --- - Card B -I l�/ Dat Card -BI Date -- i� - -- Card B- Date Card -BI Date ; Disconnect, Electrical, Plumbing 80.0exterior EI . Trim; G.F.I. Receptacle -Underground en i n throughout House rotection Date MECHANICAL (Permit) OK except N's - 31. A.C. Ducts: Insulation & Support _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. ater & Sewer Connected -C/O to Grade -HD Approval _ _____ 32. Vent F n_ haust above Insulation 33• Conden t rain _& Overilow; Size & Grade 86, nergy Compliance Certificate -Other Certificates 34. Furnace nt;_Access-Comb. Air -Return Air Vent -115V outlet Card -BI Card -BI 35. Attic Ac s & Platform if Furnace in Attic -.--- - Date - Card BI D to Date Card -BI ate Card -BI Date Card -BI Date Card -BI Card -BI ate Card -BI Date Jggate and -BI Date Date FRAMING(Plans) OK excep Comments at Final: _ _36`. 'Si/Its; Proper Materia & A 3r✓�•+as; _Scuds -Nailing, Spacing & Bracing -Plates -Sound 38!"Bearin_g_Walls _over Girders & Floor Nailing__ _ . pin Walls (rat proof) - _ , Furred Ceilings -Stairs -Chases -Tub 41 eader & Beam -Size & - Bearing_ 4 rsPost Caps -Anchors C-onnectors -- 43 Ing. Joist-Rftr. Ties -Purl in -Roof Brac.-Truss-Shthnq.-Rfng. 4a_-5irepinc>rT-ies or Type A Flue -Fireplace Throat 4 cc ss Size &Romex Protection -Draft Slop -Ins. Baffles - Bdr .Windows or Exiting- Doors -Sill Hgt. &Dimensions__ 47 -rage Fire Protection Framing .. - - (NOTE:Anentrymust be made each time youvisit jobsite) V = OK ` 0 = Not OK �.. - = Not Applicable MOBILEHOMES MISCELLANEOUS * = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) _ 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location--Test-Wrap:/ /"L"ft./ /"Nat. or/ P'L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -BI Date _ Date Card -BI Date POOLS (Plans) OK except #'s V 1, Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances _ 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 -to Grade -HD Approval 7, Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enc losures- Pane [boards -Ins. to Main in Conduit 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date _ COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS .> 7 County Center Drive - Orovil.le, California 99'965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. Ass W PARC)e^NR Z IN BUILDING PERMIT OWNETE EPHONE 273 H SO. FT. OCC, BUILDING VALUA 61 FG 14 OWNER'S MAILING /�DRESrS /'��` Jtkolq(�% T lr "Cadla CON RACTOR'SN E Z __ TELEPHONE CONT ACTOR'S MA NG DRESS . Z_ Fireplace CONSTRUCTION LENDER UNKNOWN/ Total Valuation $ _ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ , ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 12 I Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 36 Do BUILDING ADD RS , PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 f a Water piping 5.00 LOT NO. SUBDIVISION NAMEARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUC3VRE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 - Mobile Home S G W 10.00e TYPE OF WORK New 2 -_"Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING B.&) OR ADDNS, p ACC. BL (_ ,2'/20sgft , CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F-1NON-R I am licensed under provisions of Chapt. 9, Div. 3 of the Business Crime nd license is in ful rce and effect. and Profess' s Classification License No. �j ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI-OUTL T 2,50 ea NON.RESID BRANCH CIRC ITS NEW CONSTR POWER APPARATUS &\ ESID. SINGLE OUTLET CIR, / ( 2o@50a Ex. Occup(OUTLETS OR FIXTURES 9AL®30 Ex. Occup. OUTLETS P(RESID )R EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ °� 4 Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in cons q ence f the granting of thi p rmit. v X Date AALLA Signature of Applicant — Owner Contractor Agent ❑ An OSHA permit is required for excavations over 5'6'' deep and demolition or construct-" ion of structuress over stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 109 oc UP, GROUP _I TYPE OF CgNST. T �i F PARCEL PD H ISs This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which TO F PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS e 5 �g /3 Receipt No. R 42 7 7pc5� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT a . ( 1 f { I PERMIT NO. 7400-79E,E ' � b PERMIT EXPIRES OWNER J. H. Tippetts•, CONTR. Fuller Const., Magalia 64-59-53 LOCATION (A.P. ) 255 Creston Rd., lot' 29, PP#11, Magilia e dl A R� i 1 7 Temp. Power Po Called P Temp. Ele Serv. Call//e PG&E Temp as Serv. [led PG&E B FINALED 5A 2 Xq (Date) COUNTY OF DEPARTMENT OF PUBLIC WORKS OROVILLE, CALIF CERTIFICATE OF BUTTE 7,COUNTY CENTER DRIVE 534-4541 OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25,`:,Chapter 5, under permit. number '7 yA 5?— . or the following location: ' AZ: �' t, C rti2. c S/ o r J Jail i4 4, L i ow_ Owner— Owner's wner Owner's Address— ► LG,+~ Mobilehome Mfg. ���� w �* ^ Model, - ' Year Insignia No. -41 �� ��+x � S� Serial No. �"�?r f) y� y=� s -- It is hereby certified for occupancy at the above described location and may be occupied. ' Director of Public Works 7 / By Date _aQ,y�r'•-,---,..-r'' 'mow 7,7 �TNICERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED mo - White - Owner, Yellow - Installer, Pink = D.P.W. " COUNTY OF BUTTE — DEPARTMENT OF,PUBLIC WORKS BUILDING INSPECTION RECORD ' BUILDING BUILDING (Cont'd)PLUMBING firewallSoil Ipin P ra ets 1st loorn )Stback Bldg. Re troom Finish 2nd oor otin s Wln ws 3rd FI rte wall -Sldin To out Slab Roof Shathing Water Pi In Piers Roofing Sewer tiara a s, Fdn. Ven Fixtures Footin s Garage Vent Water Htr. " Stemwal I Insulation Heaters Slab Carport Footings Prov. for ph sl lly handicapedy Conformance of a structure y Appliances Gas Pi in &Test Temp. as Slab Final Sanitation Patio FIR LACE Final Footin s Footing ECTRICA Masonry Walls Throat Rough Relnf. Steel Final 4 Fixtures Bond Bea FIRE SPRINKL Motors Framing Test Water Htr. - Stucco Final Sub anel Mesh MECHANICAL Grd. Fal t Prot. a h Hea n Servl n. )Inilor Co ling T p. Pole is cts .. nder round Lath entilation _ Permanent =or Closer Final inal MOBILEHOME U I TIES - - - - - - - - - - - - - - - - --`Elec. Service Elec. Pedestal oZ t± Water Piping Sewer Gas Piping !MBILEU21ME I L TIO - - - - - Support - Elec. Continuity Water Piping Drainage Gas Piping c DATE REMARKS OR CORRECTIONS (g a 64- 14 .- t;z/ .,a 7/3-0 (NOTE: An entry must be made on this form each time you visit the job site.) ti , t • � � J � _ .. 1 1 ti , 'ICOUN TY'OF I OFi BUTTE EDEPARTMENT'OF PUBLIC WORKS 695'Olearider Avenue,'Chico `— Phone 343 4211 Ek 70 7 County Center Drive, Oroville '— Phone 534=4541 Skyway and Elliott Road, Pa`adise — Phone 877435 ;CORRECTIbN- 0TICE 55- ckg- 'BUILDING OR PROPERTY ADDRESS A routine inspection Indicates that the following violations of,County•Ordinance exist atithe above [address 'and should -be corrected. -Please notify this office when•correction of work is completed. If you have any question pertaining to this matter,, or•need'additional =explanation, please -contact •this•office, Immediately. Cie .5 TiSI<.2S " t 1404, • �� O ,Y1.g• v s " MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located with required separation from lot lines and buildings and generally conform to plot plan? Yes_i�_Xo 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes"' No 3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes_ o 4. Is the mobilehome level? (Sec. 5088) Yes --INo_ 5. If mo than a single unit, are crossover connections properly installed? (Sec. 5088) Yes No_ IS 7. Water A. Is flex' le connector of adequate size and properly installed (1/2" ID min.)?'(Sec. 5566) Yes L, No B. Test - Does water piping withstand working pressure or 50 lbs. air test? YesNo_ C. Backflow -'If coach'is not State of Ca +i oapproved, does.station have backflow device and pressure -relief valve? Yes_ No X, Wastes and Drains A.. Is connection made with Schedule 40'DWV and have flex connectors at each end? Yes_ No_ B. Does it have minimum 4" per foot slope and is it properly supported? -Yes <N_ C. Are any leaks detected in drainage system after running 3llons of water through each fixture including washing machine standpipe? Yes_ No D. If coach is not State of Ca. reapproved, does station have required trap and vent? Yes No MVV Gas.Pip'ing 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 inlet without re ctions other than the mobilehome connector. Yes No B. :Test OK as per following procedure? Y s o 1. Open all appliance connector v�Llv 2. Shut off appliance burner and pi o v lve 3. Air test with manometer to 10" 14" ate colum or test with slope gauge (minimum 6oz.-maximum.8 oz.) calibrat in tent pound ncr ments. 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 6_1�0 B. Is there proper clearances around panels? Yes P""No C. Is power supply cord or feeder assembly properly fused? Yes"_ No D. Is continuity test satisfactory as per the following procedure? Yes L""No 1. De -energize electrical wiring system of the mobilehome at the pedestal. 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 -A Manufacturer and/or Namestyle Length Width Vehicle Serial No. C'/� JG �- ! •'�T�J State Identification No. Additional Information or Comments: 6 0 /7z 7 �atrc, 3 God --Z COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive—.'Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT 7// A .v Owner J.H. TiDDetts _ BUILDING SQ. FT7 OCC. I BUILDING VA Mailing Address Telephone No. Contractor Fuller Construction, Inc. Mailing Address Fireplace Total Valuation Ma ali Telephone No. 823-Q668 Permit Fee Building Address aff n Plan Checking Fee&/or Penalty Permit Fee Magalia, Ca. 95954 1PLUMBING PERMIT FILING FEE Each Trap PP11 ZOt 29 Repair drainage or vent piping A. P. No. �/— S — S Zoning oning &Planning Water piping Each gas water heater or vent ` s W S lon Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets EQA Parking Plans ParcelEach Declaration Parcel Map 60' R/W Improvements additional outlet uilding sewer Lawn sprinkler system Bldg. Pis Rec'd Parc Aroyal Plans Approval NEW ❑ ADDITION ❑ UTILITIES)& OTHER ❑ Permit Fee ELECTRICAL PERMIT FILING FEE Main service e00v OR LESS 100 AMP OR LESS � Mobil Home R Others ❑ Single Family E] Duplex E]LAI Main service EA. ADD'L 100 AMP Main service OVER eoov 100 AMP OR LESS Main service EA. ADD'L 100 AMP NEW CONST. ( DWELLING OCCUP. ! OR ADDNS. 1 ACC. BLDGS. 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 st le of: Y Fuller Construction, Inc. CIIMULTI-OUTLET NEW RESID,CONST% BRANCH NON-RESID, 1 BRANCH CIRCUIT: NEW CONSTR. POWER APPARATUS I NON.RESID• SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTIIRE Ex. Occup.(FIXED APPLNS. OR p• OUTLETS (RESID•) EA Temporary service P.O. BOX 509 Mag;alia. Ca. 95954' Mobile Home Facilities License No. 346997 Classification A Misc. Wiring 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 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I 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 authorize representatives of the County of Butte to enter upon the above -men i ned property for inspection purposes. e 12-5-79 Sig ture of ermltee or Agent Receipt No. <;— -t White-D.P.W.—Wellow-Assessor — Pink -Inspector — Goldenrod -Applicant MECHANICAL PERMIT FILING FEE Heating $3.00 1,50 1.50 1.50 1,50 1.50 .30 5.00 2.00 $3.00 5.00 2.50 25.00 1,00 TION FEE . (\ 2.00 10.00 15.00 ,Qa 6.25 $ I- @ FEE $3.00 Cooling Venti Iation Hood 2.00 Permit Fee $ $ Land Development Fee $ J CiD TOTAL PERMIT FEE $ 731-5743 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. DIRECTOR OF PUBLIC WORKS By Dated- ;�u�ilding permit expires Date /z_ 2-- COUNTY OF BUTTE — DEPARTMENT OF PU"IC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 4— Date D Signature of Permijts(forAgent Receipt No. 233 (CLS 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. D ECT_ R OF PUB IC WORKS t, /� Byj�a c Date A—v F V 1 � e� Building permit expires Date a-- 41— t BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address o�46 ,j4 t (� CTelephone No. Contractor �s><,'GFf "�;W0(.Ai� Mailing Address O �ZS- / � �y< <�, Fireplace Total Valuation Telephone No. 2 -il ir - 7--// Permit Fee Building Address ( / D� a 9 Plan Checking Fee&/or Penalty Permit Fee 6 -- S — 9 S 3 PLUMBING No. @ FEE covet A ,`s� •"t-�,S PERMIT FILING FEE $3.00 Trap 1.50 5 �OpO� C TOO CE>` 7tiAJr'1 Cr PP PP_ Repair drainage or vent piping 1.50 A. P/<0. U v _ on ng & Planning Water piping 1.50 Each gas water heater or vent 1.50 F es I wc. I Soo Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Pa king sans Parcel Declaration Parcel Ma p 60' R/W Improvements p Each additional outlet .30 Building sewer 5.00 Bldg. Plans Rec'd Parcel royal Plan pprovaI Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER J Permit Fee $ $ —74-00 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service soov OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ® Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 25.00 100 AMPP OR LESS O Main service EA. ADD'L 100 AMP 1.00 NEW CONST ' OR ADDNS. (DWEACCLBLDGSLING �CUP. !) 22sgft 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 0 C �T ���.I�� ff0A " C w NEW CONSTR MULTIHCII-OUTLET NON•R ESID (BRANCH CIRCUITS) 2.50ea NEW CONSTR (POWER APPARATUS & NON•RESID. SINGLE OUTLET CIR. EX. OCcuD{/OUTLETS OR FIXTIIRES) BAL�1 Ex. Occup ( FIXED APPLNS. OR OUTLETS (RESID.I EA) 2.00 Temporary service 10.00 L("fA-0 -,i, Gl,,� 'C O Mobile Home Facilities 15.00 " 02 �l d y G e— C / 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. G;; 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 N0.1 @ FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00. Permit Fee $ - I 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 Land Development Fee $ TOTAL PERMIT FEE $ �O authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 4— Date D Signature of Permijts(forAgent Receipt No. 233 (CLS 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. D ECT_ R OF PUB IC WORKS t, /� Byj�a c Date A—v F V 1 � e� Building permit expires Date a-- 41— t COUNTY OP BUIME DEPT, OR PUBLIO WORKS DEC 7 1979 RSA PM 7i8i9olOillil2ilj2i3i4s5j6 B COUNTY OP BUIME DEPT, OR PUBLIO WORKS DEC 7 1979 RSA PM 7i8i9olOillil2ilj2i3i4s5j6 MOBILEHOME SIIPPORT DATA If other than single wide, Mobilehome Mfr. .L %�w_o ;'-71 46In' ish - SetuP Model No'. 6 O ` ` Year Width --L (ft.) Box Length 'ZP0 ('ft:') Tagalong 'or Expando Size ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October, T,,.1971 -v- furnish manufacturer's installation manual and structural setup sheets (if not on file"with the County of Butte). • r All center supports measured from front`of mobilehome unless otherwise specified. /L �rD.. O �/ / �� Footings (check one) Single Wood either pressure treated or •, � .— .. foundation grade. ?o (ft.)(in;) (in.) (in.) 2.. Other (specify) Center support Center support locations* footing sizes- Supports (check one) (in.) Concrete block. U3 6 x 3 0 2: Other ( specify) (ft.)•(in.) -En.) (in.) / "t )t 3 v <--.Tagalong or Expando,' show support details. (ft.)(in.) (in.) (in.) )ak?O Typical Support ` '(in.) (in.)' Footing Size ?o ,(ft.) (in.) (in.) (in.) A t7�(pjj ' -- Max: Pier Spacing. io - , :Max. Overhang . (ft.)( (in.) (in.) (in.)Min (ft. in.) r BUTTE COUNTY' BUILDING DEPARTMENT APPROVED'.�-" *If c piers iers are other than drawn above, riraci in- lnnntinnc anarina and rlimancinna_ BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7_County Center Drive, Oroville, CA. •PHONE: 534-4541 MOBILEHOME.INSTALLATION SHEET 1. 'Owner's name: 2. Instal:ler's name: 4cg�'( C /j 14: 3. Is the site currently under permit? Yes./ / No ('If .yes; ;furnish permit number ) OR �lo�— �S� 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 / LK No../ / (If no, clarify ) 5. What is the mobilehome electrical rating. --------------- �; (2 Amps 6. What is the mobilehome site service rating? ---------------------'..0.0 Amps 7.. What is the'mobilehome site circuit breaker rating? ------------- / S o 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? ---------------------- ,/y B S (in.) 10.' What is the type of gas service? ----------------------------- Natural / / LPG 11. What is the gas pipe length from meter or tank to the mobilehome? No -5.4s (ft.) 12. What is the mobilehome gas demand? ------------------------------ ,/(/ �`¢ S (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) M _Tippetts ------ ,F�lhr_�i43DdgQ>� 17 oadway A , � ,P. 0. Boz t�, ' � Ri, f 't..w S�t�z ` ?��°.-;� �,• Ca, 9401 1M�tgalia,. ,Ca. a X59 ,t.. .�. 342194 (916) 873to668 tr 3 rat• 29 .rf Creston Nlagalia, Ca. , y �. ...'.�.,,'...._' NOTE:—All PARADISE PINES P.O.A. Accordr­cA w•f� R" C ryn� ! CH Tf URAL CONTROL COMMITTEE of cx qu.•yii f„ • i Uniform Building, Plur,,' " , i "d use; - fho National paefri'cal ' F ' +ca: t•; `, CT' LOT _?- 9 -�, tOA At VED BY � k C51c Z/ �✓ ms's`! ��'� *Ao/f 'A .79d. • f xOVAL FOR OT D_V'=LJt';,i�lV �s I~ ! NATIONS MUST EE } SUBWfT �z 40 +"rr''O )�� '",• ; ' , TO STRUCTURAL PPI?OVAL. y Yrii4 ' r„?► .r-? jC Wj1lh8U4 5Qneo �.ctr,i�z�n, f;-;r, thA Dan�ttfrt nt of A setback of 5 f►�1 the ___wrttten,i'? .''t1V%s'OaU�'v c f L�ufte. ,all beproperty lines asetback__``of 50ft. from thd i4 ,. i,,4�e. eAQrntif ki�� b {+f t�e t ,ob the rear centerline shalllear of msfollof. r e req fret tC het ;nd or, structures or eltiipment exso tfie ' >o ed ��" ;. ,i Y ' oadside Ft) of the for a 2 ft. eav 'erhang, ` hoF e, �If.of the +� 0 /� / ,ro' lielion �[ N ry ° yri r V tif � L � � r- •�� - � . � �� � � '• � mar ��- tb hct ", Mitt U ' #` fit j " _!! .• � � ' � ,• .,•:.� F r►�a� � �° ''' . • , 1!r y . 1yt Y �• �4 i i+f� �+ �.. ,r y. •t L IYI}� f ' . <. �'7r {s (� /// +•1 • 11'1 A '7 h, ,. 1y ti�<' �����[; 1 �;� •+►yam ' : �. � '��', ./,'r' � r +�,� �. IMP ' - oil •f� �'•� '" Fermat wig l�. required - .. t (J x, '''�► {�tf 7z TE I c. , r, V .� + ryr. ,� •,9 �'.ti "Aldi Y •� COUNTY OF BUTTE ir4 DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and.Elliott Road, Paradise.= Phone: 872-2961, Ext. 57 CORRECTION NOTICE /cfOrcl BUILDING OR PROPERTY ADDRESS A. routine inspection.]ndicates that the following violations of County Ordinance 'exist at:,the'abb've-address and should be corrected. Please notify this office when correction of WorVis. completed. If you have any question pertaining to this matter, or,need•additiona,l explanation, 'please contact this office immediately. ai r I'ZI,J /I Inspector Date / d0.'iq wur� 9ll9/9l9e .1/lr� 3 N1NOONrd133N11/3lp1 tdrt} ,A OtivA3tIM1 nNr. a 0 6 1 ON 'JNI'S'd1Y1JOSSV 0°r 3JNVA'1•IOJiiMV_ �;.L'bO��b 'JN/ RDl/1 b�S FQy $q 2 WOOr QW C O �� W �� �- 00 2 �FJF No bac aiui° }� Z y( ,+u 1) JaQ oa �< !o 16�i oJLLo NULL a m �N�i2Z9 rlU �� 2W�F xJi 'K �aONI�Uw f�O °j a0m 4 0300QJm U y� IT , q U3F-t2 2 am 1� �� JK O Wt W �I wJ W� 4{ W JZ.Q� 20;• J F�q 1WLL , �0 po. t).mt 1 mJFwN, rco F W J x W I- of u1 GO* III iu aZ7o�i �oZ �Oo �ko Q to 0 1 t►- tiW kW WOF� a( QQI Vu aF'U i °w 0'I poi Ia tU a. �2 J O I m 1� 0* N a titI. vivo pi urc'J U ti) j� N,00 �N 1Wa �wo°?oWU QoiW 2� �� 3 r mi �Qcrw 3PW ,otaom2 JZ� NII' J�Qw Cr u N� OU 0 1Q'3o 0) �W< �I W,0 i M 0 �t�LL2 1) W j2 b 220 JO LLhi WO iE OIITW 0ND< <a )0 J N<2J Up E u <1-W 1-' 2 rJ�I� I Q F ON FWw 21. 00' ;JOWI 6 0 O Min, �2 N W2 0U 2 ZN w to UOT 21t10m FOm mr u12NY KI2 I m �� 3cN� �, 3 ;m<<0?� w26 to 3Q=0 t x N` <K N 0 W NS Jt 0 1 JwnJ Wj . 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'a 0� o� Z OoN r, mi°ao �o aaRy Z Q m @� 0L am mo.e �v_n m� IF I. 3m m�aiz<xA >,n< 3r IF icr @r y r I Z�F N Ln mmyy�nEm _ 3 u �>� 0 S b ym�oit'ovA. __.._e_ t;- i m�� 0.Im (;Go 2r, � -PyAm rLOg��AQp� � Lr mo�� 0'0 Ye m�LAA�n 0O` 00 3 'I �� . > n oa 0 >i N . 'a 0� o� Z OoN I� IA '2501 mom$ $ yg ^ • p i. i,^ Ir �s rn m3A`0i �% J fn r�FmL Z�F C y oy �mi c oad 050" D UOi { _ 9.1.751 A .a 0: rr V c `r . q4c. m 0 g6 m I� 6 o ° Lmm� Q ?� Z n ENCLOSURE a o 1 'T( 4 pSYSTEM OE TAILS ��yy iy —C . X501 '2501 W O • o z mA i 0 J3yxu L N ;.' m�. r�FmL C y �mi c oad 050" i _ 9.1.751 .a irOo rr 6 o ° Lmm� Q ?� Z n ENCLOSURE a o 1 'T( 4 pSYSTEM OE TAILS ��yy iy —C o mlm m m rno Z rm° myyFy W • o z mA i 0 J3yxu L N ;.' m�. r�FmL C y �mi N mic 0 mLlr m�60m inCf �LoOOa .a irOo rr in >oA `r II�b 0 g6 n .ID O f> r 'QUI m r @ C C � r nL 2m� �'I.-,° 'nN r1� I�0 m�o im yr I /O' .I—a rrn1 aN m� Q o E'mil), rp m 412 Tm yr 0 n aAm°N� j 40, °n i6� j .. �) me iZ jr £m�A �1p� NF��O �.— °m omm .4m i0, imo &IM10AA ppi,°,`�l�mLLFi mz ���0 ©LD£ Eo° ��I�<qq 2OEM Fm° Llz°o my AaA o a ��y °° 1 410£ r p N O �L III JI) 0 m @ N asmoy 2� (0 mlm m m rno Z r mAr y30-io o z mA i 0 J3yxu L N ;.' r a n 1 A m 0 r Z 90 f; ••i n Bulldl Product M (7M 10 mn XCBO EVALUATiO&I SER VICE' /1VC• RER7RT 3190 P ASkTTON, VANCEASSOCIATES. INC. r.u.fri4 •Vu••r•���r1r.rl.r•1 ••.i•••rf.F EBT WEST FOOTHILL BOULEVARD MONT. CALIFORNIA @M$ TE EEPH ONE: 1714) 624-6585 0 0 2 MAX. POST SPAC//./G —/0P5F L.L.•90 M./=H. W//,JO SPEED /VAX/ .ROJ . 050'77HICK ALUM. BEAM .o*9" rH/CK STEEL BEAM AT ST6HL AT CONC. AT STEL+L IAT CONC. AT SLAB P7�. F7b.* AT SLAB,* FTb. FTp, O' -O• O" 9t- /O' 9' -lo' ( 19") /2'-4' /l1 -/O° 12'-0 ( 21' ) -7770—, - 9'-5' 9'-5' l9•) 11 -Io' /O' -/O' 11'-10': 121') 6'-O" 9'-I• 9'_/' 9'-I' (20') I /1,_I" f0' -O' I tl'-Q• ( 21') II'_ 4' ( 18") q, -O• I g,_g" 8'-8' (20') d'-4' (!20') /O' -3 9' -a- a /O'-10'(21') f0 ' -G' (12 12 //'-O' 8'-1' T -ll• " (20') _ 8'-/o° 7'-u" 10'-l^ (221) /2'-O" 7'-9• 7'-Q' T-9" 8'-3' 7'-4' 9'-9' (22") 15'-O' 7,-7" G' -W 7'-7' (21' 7'-8° u' -ll' 19'-5" (1117') 7'-9' 71-9' u' -G' -7 4' (21") 8'_9e G' -G• 9'-2" (23') 7'- 7 7'- 7' 7,- 7' (20') 7'-/O- -IOe7'- 7'-+" (/8') 7'- 5• 9'-2' /G' -O° GAG° 5'-10• G' -1l° (2/') G' -G' '21" ) ( 6'-8' (123^) 171-0• G' -l' 5t -G' u'-9"(22') '-1' d'-1d(•Z2., I 5'-8' /6'-C)° 5' -IO' S'-3' G' -T• (172') S=Id' � '_ 3' d'-- u,. s' '-7' c'-9''20•�1 -_ �'-7° D-5'11.2') I I I ! MAX. POST S,AC/NG-20 PSF 5.1-., 90 n4.PH. W1IJO a/—ESO G' -o' 7,_4' '71-4" 71_4' (/8') 7,-4" 9,-2° 9''2• ( /9'1 7'-C)• G'-lO' 7'-0' 7'-C)' { 16') G'-10• 6'-9' a'-9' ( I9nl 81-0" co G'-9' u'-9" (/8'} G'-3• 6'-5" d'-5' { 19") 9'-O• 5'-9' G'-5° G� 5• (f6") I 5'-9" a' -I' 8=l" ( 19") /o' -O' 51-4' G'G'-17' (/8") 5-41 7'-9• 7'-9' (20•) //1-0' S' -O• G, -O" u'-0• (19") 5'-C)° 7� G" 7'-G' (2O•) /21-0' 4,-8• 5'-9• 5`-9° l9" '- 5'-C)• 7� G" /3'-o" 4'-4' 5'-7' 5'-7' (/9") 4'-4" - 1'-7• 7'-0' (20') 141-0' 4'-I" 51-5• 5'-5" (19') 4'-/° Co' -12 u' -lo' (21•) O"( /4'-C)' 4'-/• 5'-5• 5'-5'( /6") 4'-/" Co' -2° ") MAX. POST 51 -ACING -30P5F 5. L., 90 M. H. W/NO SPEED OLO• 5'-l' G'-/" G'-/' ( /a•) 5'-I• 7'-7" -7=7' (/8') -7'-O" 41-8' 5!/C)' 5' -IO' (/6') 41-8" 7'- /^ 7'-4' ( /6") B' -O• 4'-4• 5'-7' 51-71 (/8') 4'-4' Ci' -G° 7'-0° 9! O• 41-0• 5'-4• 5'-4" (IB') 4'-O° u' -O' u'-9• /O' -o' 3'-6° 5'-1L' S'-2• (/6') 31-61 5'-7' u� 5' (/9') 6'-9'( 'a°) 9'-5• 5'-0' 5'-O• (/8•) 3'-5' 5'-2' u'-5• /2'-0• 9'-2• 4'-10' 41-101( /6") 3'-2" 4'-1o• v' -o" G'-3"( 16') 12'-O' 3'-2' 4'-10" 4'-I0'( 16") 31-2• 41-10• MAX. POST SPACING -lO PSFL.L, 80 M.PH. WINO SPEEC MAXIMUM 050"THICK ALUM. BEAM .049•TH ICK STEEL BEAM PRD/EC77o"` AT SLAB '''T STEEL F7't9. cT Cd.IG. 7M,. Al- SLAB GT STEEL TG. AT CONC. .__Tl;', !2'-4' 91-10' 91_10' 9'-l0'( 18') 12'-4• 12'-b' 12'4'( 19') 71-0° 91_ 5' -5' - •( 15") 1 II? to, "'-1d' 1/'-! r 2o'; p'_4• II'_ 4' ( 18") q, -O• I g,_g" a,_8, 8,_8"(/8") /0'-5• ro'-ro' /o' -/O°( 181) /o' -o' g'_4• g_4.• /O' -/O° 1c, 16( :o') /O'-0' 6'-4•" 9'-4' 8� 4'/ /9"1 ( '-3' ,O' -I" /O' -Co (2l' I _ 10,'-1' IO' -I' ( /9') 7'-9•( f8") 2I') /?'-O• 7'-9' 71-9' I 7'-9' f 2O')) 1 V-5- i 8'_9e ) q,_9. r Ze) 9'-5' 7'- 7 7'- 7' 7,- 7' (20') 7'-/O- -IOe7'- 7'-+" (/8') 7'- 5• 9'-2' 7 '-41 7'-b" 7'-4" / 20') 7'-5° 7'-r' ( 18•) '21" ) 151"0' 7'-0'(20') ''-O" -%-3' d'-1d(•Z2., I 5'-8' 8'-81(20') I7'_a, I - _ G'- 7" u'-9• r 16') '21-1 l7'-0• u,. s' '-7' c'-9''20•�1 -_ �'-7° D-5'11.2') I I ! ( MAK. 1�0 C/NG -20 PSF S -L, GO M. ?H. W/NO SPEEC) _O„ 7'-4" 7'-4• 7,-4• (+a') i1-5" 9'-2" 9'-2'( Id•) ,-a .o' -/O• I 7'-O• 7'-O• { r8") G'-lO• g'-9° 8'-9° (/8") b'_O• ,_ 3, G,_9. u,_9. r l8„) G._ 3e g' -g" 8'-5^ ( 18• ) a'_O• _'_9„ G'-5" u_5"( `�'�' 9" 8'-/' 8'-/° ( /8°) lo! o' 51-4" G'-2" G''2' ( r6•) _ 71_9n 71_9' ( 101) 5,-O" 01-0° G' -O"( 16') 5'-C)• 7� G" 7'-G'( 19') 12'-O• 4'-8" 5'•91 5'-9" (/8°) 41-8• 7'-C)' 7'- 3• (/8' ) /3'-0' 4'-4' 5'-7" 5'-7' ( r6") 4'-4• 7• O"( /4'-C)' 4'-/• 5'-5• 5'-5'( /6") 4'-/" Co' -2° ") MAX. DOST SPACl/JG- 30 PSF S.L., 00 M./ -H. KI/NO S/�EED G' -O' S' -f° G -'° G'1' ( /81) 5'-l" 7'-7" 7'--1 /6') 7'-C)• 4'-6' 5'-!O' 5'-10'( 18') 4'-(51 7,_ P, '-4" ( /6' ) 8,_C), ; 4•_4' 5'-7• 5'-7°( /8") 4'-4" G' -G" 7'-0'( 16') 91-0" 4'-C)' 5'-4" 5'-41( 16') 4'-C)" Ca' -O' 6'-9'( 'a°) 101_0" 3'-d" 5'-2• 51-2•( /a') 3'-8° 5'-7° u'-5'( 16") Il' -011 3!5• 5'-0' 5'-o°( 16") 3'-5" 5'-2• G'-3"( 16') 12'-O' 3'-2' 4'-10" 4'-I0'( 16") 31-2• 41-10• G' -O"( /e°) bb - MAX. PCST SPAC/NG -/O PSF L. L., 70 M.PH. WINO O/PEEO MAXIMUM OJeCTION •C50'7H/CK ALUM. AT SreSL BLAB F78. BEAM AT CONC. FTG.'f .049117-H/CK STEEL AT STEEL AT SLAB tai. BBAM AT C01,10.AT PTO" G' -O" 9' -Io" 9=10• 9'-IO'(Ig°1 r2'-4" !2'-4' 12'_6'(/8') 7'-O" -5" 9'-5° 9'- 5• (/Q •) //1-/O' Il' -!O• 111-10• ( /8•) g -o" 9'-/' 9'-I/' 9'-1• (,8') /l'- 4e p'_4• II'_ 4' ( 18") q, -O• I g,_g" a,_8, 8,_8"(/8") /0'-5• ro'-ro' /o' -/O°( 181) /o' -o' g'_4• g_4.• g'_4"(1g") 9'-8° :0'-5° /C)'-5"(/8') //'_Oe g' -I' 6'-/" O, -I• (IO") 9'-O' _ 10,'-1' IO' -I' ( /9') 7'-9•( f8") 8'-5' 9'-9• 9'-9'( /9') /3'-C)" 7'-G' 7'-G• 7'-G•( /8') 7'-ro' 9'-5' 9'-51 (19') 141'0" 7'-4•° 7'-4" 7'-+" (/8') 7'- 5• 9'-2' 9'-2• ( IT) /51-01 1 7'-0' 7! l• 7'-r' ( 18•) 7'-0' g' -lo" e' -/O"( 19') /g') _Z, -1 I 5'-8' 8'-81(20') I7'_a, I - _ I O'-9" u'-9• r 16') 0'_5" 9'-5' a'-5'( 201 u'a' I MAX. POST Sl"ACl,VC7 - 20 PSF S.L., -70 M.PH. W/NO S/ -EEO G' -o' 7'-4" 7'-4• 7,-4• (+a') i1-5" 9'-2" 9'-2'( Id•) 7'-C)" .o' -/O• I 7'-O• 7'-O• { r8") G'-lO• g'-9° 8'-9° (/8") b'_O• ,_ 3, G,_9. u,_9. r l8„) G._ 3e g' -g" 8'-5^ ( 18• ) 9''C)' S'-9• -"'-5' G'-51 (18°) `�'�' 9" 8'-/' 8'-/° ( /8°) 10'-0' V-4" G'_2• Co' -12 ( /a•) 5'-4• 71_91 7'-9"( 5,-O" G' -O' G' -O^ (/a') 5,-0" 7'-(e° 7'-G' 12'-O• 4'-8" 5'•91 5'-9" (/8°) 41-8• 7'-C)' 7'- 3• (/8' ) /3'-0' 4'-4' S'-7' S'-7" (/8•) 4'-4" 7• 7'-0'( /8") /4'-0• 4'-/" 5'-5' S'-5^(/8^) 4'-/° G'•2• G'-10"(/8•) MA OST 51—AC/NG - 30 1-5F S.L., 70 M.P,H. WINO SI -EEC) G' -o" '-/• G'-/. G'-/' (/e•) 5'-I1' 7'-7' 7'-7• (/6" ) 51-10' 5'-10'( /6") 4,-8' 7'-1• 7'_+' (/8°) 8,_C), ; 4•_4' /_7' 5'_7" ( /6•) 4'-4" u'"CO' 7''C)' (/8• ) 5'-4"(/8') 4'-0' �'-o' G'-9• (/8") 101_0" 31-8" g,.2n '_12n (le^) 9�C• S'-7• u'-5' (/8°) Il' -011 3'-5' S' -O" g'_ °) 3'_5. 5'-12 u'-3'( /8') 121-0• 3'-2' 4'-10" 41-10'( /8 3'-2• 4'-10' O' -O• (/8") I Ur (=VNGKErE /_uu-rwQ9 CUOE/N /n/GNES, SEE OWO. FR- LG iF 714C U/- GUNC.-/•[C/C I"-VU+W- GUOE /N /,NGHES, SEE DWG. FR -'2G •iE 9/ZE OF COIJGRETE FOOT/NG CUBE IN /LACHES, Ow6. FR -2C SEE COAG $E 2l w�qC - SCH EOUL£ X02 D EC,� EAICCOSU�2C. ,SHEET F2- Z !3 WEA TF/ER3,RE.4K=R Zr ROOF /014h/E L SP N S MAX /h^IUM L/VE/SNOW M19X1.lAUM PANEL 5P.oN L OAC /O PSF l 5 L 10" 20 PSP //.L 911 3o PSF 9'- 911 "L" MAX/MUM cX/STI/.IG SAVE OVERHAn/O SC/-IEOULE EX/5Tl,vc-, RAFTERS E 24"=/o MAX - aRoL/P a 51—EC/Es OR BETTER ROOF LOAD /O PSF 1201-51= 50 PSF MAXIMUM PANEL SPAN RAFTER SIZE "L" MAX/MUM 12 e4 FULL 101 2 eG "OTCHEO /9" /a" /a" 2 /•G FULL 2G• 25'1 25' 12 z6 NOTCHED 52" 3/' "J/' 2.•8 FULL 40• 3a' 38' ,"- CL J/' -'AN CKL CtU7 M�"1 JC/MUM/-ANtL � nN SHOWN 1N TABLE, USE WALL CONNECTION ONL`( i� ral§_� g.7W u2 Biz o i e Hao > Sam 0 i SUf U r 1 V Lu3 J m Q Q LATA: O.C.'9/ Joe NO. F-77 R OAWON AY T• ,kNNA Ow,O. NO• FR -2D n rr •14x4"5MSe G°4 WEATHER- E:X/57- wgLL BREAKER IL ROOF PAu EL ,� o. cu O O O O O• ° o WEA7T/ER- o ORPI9KER POR DETA/LS 0 o O ° ° e O O ROOF PANEL 14- FASTENERS ° G O ° ° /• SEE WALL G 0 0 ^ ATTq CHhAENT OPT/OVAL Y ' ALUM/N M GUTTER�!-,q'J-C/A 3 °SQ. BEAM l TYP EA. END SEE DETO GOG5-7-G ALUM. 2-y$°� 4) BRACKET °pOP R/VET$ C/e 9'° H"CONNECTOR ROLL FORM lIr24"MAX. CO,AA/ UOUS/AI'UM. W/8-�/09M5. 7p P09T I I I C CHANNEL ANO /4 PER OET OR CHANNEL w/ /B POPR/VL�7$ C•'/B°°/x TOP q BOTTOM TO BEAM 9E I I I 11�/4 W000 SCREWS¢ BOOP PANEL SEE GET.® I I✓"50. ALUM. e 1Cp" %c MAX. EM 560 /3/¢" MINIMJM INTO /2. ALTERNATE ALUMINUM ALLOYS MAY BE SUe97'/7-UTE0 FOR THOSE POST SEE I DET 30u0 W000 SHOWN PROVIOEO THEY ARE REO/STEREO W/TN TME ALUM/NUM (*IWSTALL IN I/6'0 ASSOC/AT/ON ANO HAVE EQUAL OR GREATER YIELD f#ULT/MATE STRENGTHS. U PRE60RE0 LEAO N HOLE) ) ALL CONCRETE SMALL HAVE A MIN/MUM /26 DAY COMPRE95/VE A WA L POST TO 3° SO BEAM ATTACHMENT HLES F /000 PSP. QoO l 5/a°O BOLTS S. ALL 97 -EEL MEMBERS SHALL BE HOT O/P 43IALVA/.//ZE0 OQ 2.l0' N ELECTROPLATED q6 CONFORM 70 ASTM '-"PEC A- 4}0 GRADElCl. ARr /S "LONG LONG GOG9-TG ALUM. POST °N' CONNECTOR \1/ PART 1.3 " 27/gLONG) --, I i FA5C/A BOARD w/ FRAMING CLIP 7'0 EACH RAFTER. CLIP SHALL BE CURRENTLY RSC O(DNIZEO 5Y AIJ 2160 E. S. 'gEPORT POR 450' r-E%/9TIN6 RAFTERS E I nL"MAX. ,/ON -RE FOR NOTCHE[7 /2 x4 USE WALL ATTACHMENT ONLY FOR OTHER RAFTERS SEE EK/ST/NG EAVe OVERHANG SCHEDULE OwG. WO. FR -�2C EX/57- EAVE ATTACHMENT .040' 0 ALUM -'157'C Q• .GSD"C ALUM. 6EAM C STEEL 6EAM C °j004-H3co ALUM/NUM OR ASTM A-4 G C -R0 C STEEL ROL.LFORMED r POST/BEAM \3 u.050 i dl r N I U 9004 -HSG ALUM 1NALL CHANNEL 04 !)'-10 ALUM V "00 ALUM.i-\� ^2- /C"oMe POST / f2-9/B"m i / nT,I / (,2 5X KWlK" 9°SQ.ALUM ,T" i 2-9/e�'¢ 6RACKETjK I BOLTS, EMBED POST BRAC'CETK :y �-y M. e. (SEE N �-9 /6" �6OTE M.. °T" 6RAC KET PU B / (ORED EM6ED 211yb CONCRETE 12 21/2a"29 I1 Q FOCTIN6 SEE . _ . .. I 7C>i9.L :STL. r NOTE 5 e 2-�/B GS " H/LT/ d1E 9'x/G"x7 GA.1�I lKW/K" BOLTS; STEEL PLATE) I � G° I SLAB HALL aE F E -^gt5 ISA GUE?t, /N 0000 SEE TABLE ON CONO/TION DWG-. FR -20 1=0K S/2E AT EXIST//JG SLAB AT STEEL FOOTING- AT /-pUREO CC+NC,QETE DOST TO FOOTING-� CONNECT/ONS�S 12.37511 CoOC--5-7-5 ALUM. WALL C14/4NNEL / POR U114"7 ATTACHeD ALONW ONLY CW& ROYB THE MUM LCN9TfY OP ATTACHMENT OHALL GC AT LU9r /.00 OP THC a%C6P7 g7 THAT IF ENCLOSED PCR/� NOTE �6 THE ATTACHMENT p�- ENO7H sN.'1LL CG /.Q5 OP TMC PiRO✓GCTidV. gee T^ 0e6 ANCL9, see More X14 )'fie egOO l7 / JE6 FR� OI./N6CT/ON GET, O , //i 1 WALL ATT¢GHllah/7- 5106 PA5. SAMS AS FRONT X PROVIOB /Wo HOLE (j IN END OF PASCIAi J.W OR ORAINA(iE V -Y/? E.4. ENO) GW ?1c y'2SF E �9 IMG �6EAM CN0 OVMAX. 5 5 ERHANG V. OP P00T SPACING SINGLE 9" so. ALUM PO SEE OET.IA\ SCC IV �J efG vj' Il` 4 ;M, OR OR '� EDGE OlST) TYP, EA ENO "It.) 80LT A @) l TYP EA. END 11 ^q GOG5-7-G ALUM. POST °T" 4) BRACKET FA5C/A BOARD w/ FRAMING CLIP 7'0 EACH RAFTER. CLIP SHALL BE CURRENTLY RSC O(DNIZEO 5Y AIJ 2160 E. S. 'gEPORT POR 450' r-E%/9TIN6 RAFTERS E I nL"MAX. ,/ON -RE FOR NOTCHE[7 /2 x4 USE WALL ATTACHMENT ONLY FOR OTHER RAFTERS SEE EK/ST/NG EAVe OVERHANG SCHEDULE OwG. WO. FR -�2C EX/57- EAVE ATTACHMENT .040' 0 ALUM -'157'C Q• .GSD"C ALUM. 6EAM C STEEL 6EAM C °j004-H3co ALUM/NUM OR ASTM A-4 G C -R0 C STEEL ROL.LFORMED r POST/BEAM \3 u.050 i dl r N I U 9004 -HSG ALUM 1NALL CHANNEL 04 !)'-10 ALUM V "00 ALUM.i-\� ^2- /C"oMe POST / f2-9/B"m i / nT,I / (,2 5X KWlK" 9°SQ.ALUM ,T" i 2-9/e�'¢ 6RACKETjK I BOLTS, EMBED POST BRAC'CETK :y �-y M. e. (SEE N �-9 /6" �6OTE M.. °T" 6RAC KET PU B / (ORED EM6ED 211yb CONCRETE 12 21/2a"29 I1 Q FOCTIN6 SEE . _ . .. I 7C>i9.L :STL. r NOTE 5 e 2-�/B GS " H/LT/ d1E 9'x/G"x7 GA.1�I lKW/K" BOLTS; STEEL PLATE) I � G° I SLAB HALL aE F E -^gt5 ISA GUE?t, /N 0000 SEE TABLE ON CONO/TION DWG-. FR -20 1=0K S/2E AT EXIST//JG SLAB AT STEEL FOOTING- AT /-pUREO CC+NC,QETE DOST TO FOOTING-� CONNECT/ONS�S 12.37511 CoOC--5-7-5 ALUM. WALL C14/4NNEL / POR U114"7 ATTACHeD ALONW ONLY CW& ROYB THE MUM LCN9TfY OP ATTACHMENT OHALL GC AT LU9r /.00 OP THC a%C6P7 g7 THAT IF ENCLOSED PCR/� NOTE �6 THE ATTACHMENT p�- ENO7H sN.'1LL CG /.Q5 OP TMC PiRO✓GCTidV. gee T^ 0e6 ANCL9, see More X14 )'fie egOO l7 / JE6 FR� OI./N6CT/ON GET, O , //i 1 WALL ATT¢GHllah/7- 5106 PA5. SAMS AS FRONT X PROVIOB /Wo HOLE (j IN END OF PASCIAi J.W OR ORAINA(iE V -Y/? E.4. ENO) GW ?1c y'2SF E �9 IMG �6EAM CN0 OVMAX. 5 5 ERHANG V. OP P00T SPACING SINGLE 9" so. ALUM PO SEE OET.IA\ SCC IV �J efG vj' Il` Nosuee s "7TIT STOM CCc Q l fe-2A 11 ^q GENERAL NOTES�SPEC/F/GAT/OIJS J u 0. 2 � /. ALUMINUM DESIGN STRESSES ARE PER THE LATEST E0/7 -10Z \ OF TME UN/FORM BU/LO/NO CODE ANO THE LA7-29T EO/T/ONyOF T}IC 11,,,, luV ALUM/NUM CONSTRUCT/ON MANUAL. W CID /2. ALTERNATE ALUMINUM ALLOYS MAY BE SUe97'/7-UTE0 FOR THOSE O SHOWN PROVIOEO THEY ARE REO/STEREO W/TN TME ALUM/NUM �" Q ASSOC/AT/ON ANO HAVE EQUAL OR GREATER YIELD f#ULT/MATE STRENGTHS. U W 2 N V� ALL CONCRETE SMALL HAVE A MIN/MUM /26 DAY COMPRE95/VE STRSNGTH OF I2000 -B/. CONCRETE SLABS SHALL BE 5'/12 /NCH MINIMUM THICKNESS AND /N 6000 CONO/TION. 4. ALL FOOT/NGS SHALL BEAR ON FIRM NATURAL 4jNG/9TLIRBEO OO/L OR CERTIFIED F/LL. OESION VERTICAL SOIL BEARING - /000 PSP. S. ALL 97 -EEL MEMBERS SHALL BE HOT O/P 43IALVA/.//ZE0 OQ ELECTROPLATED q6 CONFORM 70 ASTM '-"PEC A- 4}0 GRADElCl. G ALUMINUM FASTENERS SHALL BE 2024-74.ALL OTHER.-ASTmNERs Z SHALL SE GALl/AN/ZED, STA/NLESS STEEL OR CAOM/UM PLATED ALL 501 -TS SHALL CONFORM TO A.S.T.M. SPEC. A-sos. "POP RIVETS SHALL 6E Ie°¢ W�S05G ALUMINUM RIVET ¢ CARSON I(STEEL PLATED MANDREL AS MANUFACTURED BY THE U.S.M. C ORPORAT/ON. (* EXCEPT BOL'15 PER NorE -/O). 7 LAG BOLTS SHALL BE /N57-ALLE0 IN t—AM80REO LEAD HOLES THE NAT/OVAL DESIGN EPEC/P/CAT/ONS, LATEST a0/TI0N. 5. ATTACHED PATIO COVER STRUCTURES, PER CHAPTER 49 OP THE 5 L/N/PORM BU/LO/NG COOS MAY BE E/VCLOSEO WITH READ/LY o REMOVABLE 7-,qAW9L UCENT bRTRANSPARENT PLA9T/C NOT MORE THAN -125 /NCH /N THICKNESS AND/OR INSECT SCREEN//JG. (ENCLO9E TO POST L/NE ONLY).���� F 9. HOLE5 FOR 504-7-5 SHALL BE BOLT O/AMETEK PLUS //O WCH MAXIMUM Q a USE 97ANDARD PLATE WASHERS ON ALL BOLTS. 3 WC ` /O. EKPA/JS/ON604-719 SBE'HILT/ 9W/K-BOLTS"04 EQUAL PER rC BO E.S. REFb.RT 4G 27ALL BOLTS SHALL NAVE A MWIMOM Q CONCRETE EOGE DISTANCE OF S/% BOLT D/AMETE.QS. Q 11. EACH /W5rALLAT/ON SHALL GEAR AN /OENTIPYING TAO GIVING THE NAME ANO AOORESS OF THE MANUFACTURER,TC.5.0 E.S. REFbRT NO) OE5/6N LOAOS ENOL OSA9/LI7Y. )2. ALL/TENS PERTAINING TO EACH FART/CULAR /NSTALLAT/ON SHALL BE C/RCLED. 2 S. PROJECT/ON, 1-097- SPACING, FOOT/N6 OETA/L, ETC. 15. SPEC/AL INSPECTION FOR H/LTl 'KW/K" BOLTS /5 REQUIRED FOG ALL /5 PSP UPLIFT COVERS SUPPORTED BY CONCRETE FCCT/NC--S. /N L/EU OP TH/S 9P=C/A_ INSPECTION, 1/6'0 ANCHORIy BOLTS x G' LONG MAY w SUB 9TITUTEO FOR °KW/K" 80L1S, a4- lu 14. 7 HE ROOF /=AVEC FO/. T/ -//S PAT/C) COVER 9Y5TEM /5A 5/NCH TH/C/c S7EE- SKIVNCO PANEL VV/77HFOAM CORE PER ZC60 E.S. REFORr PFC - 91?59. /S. ALL ALUNIINL.IM IN CONTACT WITH D/SS/M/LAR M.�TERIALS SMALL SE (0 NROTE,^_TEO PER UBC SECT/O.N Q804(C)ANO U6 = SrANOARO 25-/• N J CAM LOCK METAL SKIN O ISF ,� ', - -) � I - �...2 i i � �.'�i F ?�t�f ��r�� DAre - • .'� .. � �+4�i DEC.I 91 JOB NO, / V/NYC's Yl • LIRETHFOARA ANE�.J ExTRUS/oN5 -+j' �,�),c O,�,CwN 6Y 'r. DAMAIA �� •I - OWO ND / SlZGr92 ROOF FR -2C PANEL //./TERLOCK / OF 2 j4 Al©ain4lv X73- 13-27 C�i2sloe��000 lyol� v�iLOINQ I!MI! �0 i ���