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Home My WebLink About039-450-010I 0 SCREENED PORCH WITHOUT PERMITS 3/21/94 Filley A.P. 9-45-1 1, Box 654, Durhamr FRt. : North State n it: 106472Bio & cover screen room lj 039-11,50-010 94-0606B PETERSON, JAMES & ROSE MARIE 2530 DURHAM DAYTON HWY, DURHAM CONT: K-DESIGNERS, INC.* �Ll� V,INYL_SIDING/SF 039-450-010 } . 94-0731B , ,�7 PETERSON, JAMS '2530 DURHAM-DAYTON HWY, DURHAM SCREENED PATIO,BUILT W/O PERMITS/SF 0'3'5-45-0-010 #98-2155 PETERSON, JAMES & ROSEMAR ! 2530 DURHAM-DAYTON HWY. - DURHAM RER I 0 k 03�- 4 so-- .0 crxT Imr U=j sv.:z�p`�n.-.,�.:ar,W�YYl.�tn•ls r�a�Y^"s.x � �l.r�-,A.nv..a�.y-.-i:v--. .ir ��.�14�{�iR=`%A't`�,�ti Y ... �f:. ., � -45-0-010 #98-2155 PETERSON, TAMES & ROSEMAR 2530 DURHAM -DAYTON HWY. DURHAM' REROOF l x t COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville,`California 95965 • Telephone (530) 538-7541 � ERML-NO. (Rev. 12/96) APPLICATION AND PERMIT ��'`�` rb b ASSESSOR PARCEL NUMBER O ZONING i BUILDING PERMIT OWNER*+ TELEPHONESQ. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS w. CONTRA OR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ♦ P"0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 443 1" LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF Zuplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O --of Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINGLE License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Laworthe following reason: +❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier . Policy Number ,(The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) t / I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700�oY'th'e, Labor Code, I shall forthwith comply with those provisions. X Date ef l i _ Signaeof Applicant - 13.Ow `tO Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00NEW CONST. DWELLNG OCCUP. so OR ADDNS. ( a ACC. BLOS. 3.50FT. N"ONRESDT MULTI -OUTLET 97.50 a OUTLET CIR.OWER APPARATUS OUTLET OR FIXTURES Ex. Occu Bq� p';50 FIXED APPLNS. OR Ex. Occup. 5.00 ourLErs C.., 6.) EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE L TOTAL FEE $ 4 6-0 HAz. D FEES 777D I CDF PARCEL PD HD ISSU 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. By Q Date j '7 PERMIT EXPIRES ON 7 '"' Dere Receipt No. 0Q fs WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT re, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 0. (Rev. 12/96) APPLICATI1ON AND -PERMIT ASSESSOR PARCEL NUMBER 37 ZONING BUILDING PERMIT OWNER0�1P- OWNER e e Ii / Q TE �P.r_ Ji(LJ /E SO. FT. OCC. BUILDING VALUATION .OWNERS MNUNG ADDRESS °f TAmn CONTRACTOR'S NAME TELEPHONE I& VAJ /4l CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $i (y -o ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS a - a Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK / New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other CY Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law or the following reason: OrIO1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO fOooA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( s ACC, etDs. 3.5QFT: NON.q°E IDT MU Til CIRCUITS97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDMRES B20 O '-00 FIXED Ex. Occup. pU77 g Palo.°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEPE $ Policy Number /Fheabove sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ,jerwith comply with those gisiOns. X -7L,— Date SidrWure of A pllcant - r ❑ Contractor ❑ Ageht An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPEertify TOTAL FEE $ L4 3 fr-O HAZ. p, FEES IMP FLOOD CDF PARCEL PD HD IS 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. ^ By Date q— 1— PERMIT EXPIRES ON 9—c) - p— g e Date ReceiptNo. �7q5 &0 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i OWNER -BUILDER VERIFICAT ION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signaMm Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide major labor and materials for construction of the proposed property improvement: YES NO ❑ 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction:. NAME: ADDRESS: ,CITY: - PHONE: CONTRACTOR'S LICENSE NO. 4. 1 plan to provide portions of this work, but I have hired the following person to coordinate; supervise, and provide the major work: NAME: ADDRESS: Cly. PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: ,DATE: g — oZ / fi NOTE: This Owner Builder Verification is required by Section 19831 and 19832 of die California Health and Safety Code. This verification must he completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORiti1ATION 1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner-buildee, you are the responsible party of record on such, a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contracoari or subcontractors, then you may be an employer. ♦ if you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are hot required to be signed by property owners unless they are performing their own work personally. Information about licensed contrac!prs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete -the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi Ara, C.B.O. M ger, Building Inspection NOTE: This Owner-Builder.Information is required by Section 19830 of the California Health and Safety Code. OVER (tet% RESIDENTIAL 039-450-010 9440731B PETERSON, JAMES 2530 DURHAM -DAYTON HWY, DURHAM SC4EENED PO"T W/O PERMITS/SF V=OK O=Not OK NotApplicableMOBILE HOMES Date/Initials MOBILE NOME UTILITIES (Plana) OK except #'a 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 -Teat -Wrap: / P 1t. / /"Net. or/ /%'X/ ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials 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 -Fell -Flex Connector 8. 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 MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials 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, 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-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd. / P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped S. 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 Taut 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Neil 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; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'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/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Mein Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'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/Initials FRAMING (Plans) OK except #'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 Ceilinga-Stairs-Chases-Tub 44. Headers & Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (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. Battles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Faits 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. I nsulation-Walls-Cel II ngs 60. Infiltration -Wells -Windows Date/Initials 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 -Meth. 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. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, 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 -Mach. 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 Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Draingge & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. 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 Comments at Final: Z 31_ 0/'07 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, CA-Rornia 95965 - Telephone (916) 538-754,1, _ PERMIT NO APPLICATIDN MD PERMIT `� ASSESSOR PARCEL NUMBER 019-450-01 ZONING SR1 BUILDING PERMIT o JME ES PETERSON TELEPHONE 345-0372 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2530 DURHAM DAYTON HWY, DURHAM 95938 173 C 2 24 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 94.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 35.10 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 'l 510 DURHAM DAYTON HWY, DURHAM PERMIT FEE $ 109.10 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 SE OF STRUCTURE SF L Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New O Addition 01 Remodel ❑ Utilities ❑ Installation O Other O Describe Work: SCREENED PATIO' PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 BUILT W/O PERMITS OR LESS Main Service ( OOAORLESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. SO, OR ADDNS. ( & ACC. BLDS. ) 3.50 FT. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. LI se No. Classification as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.0`00 Ex. Occu FIXED APPLNS. OR p' (OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. O I have placed on file with the County of Butte Dept. of Development Services, �g Division a Certificate of Workmen's Compensation Insurance or a C Ificate of Consent to Self -insure. - shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 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 Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of 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 Iiabil ti judgments, costs, and expenses which may in any way accrue against said Cou ty n consequence of the granting f this permit. XA�of!� Date Sig�ure licant ner O Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 109.10 `� HA2- D. FEES IMP F100D CDF PARCEL PD HD UE 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. By Date SIzIAr "7 PERMIT EXPIRES ON��_.� Receipt No. 156383'' - ' ' - ' - WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT )VU i�, :%�` , �u�.�-�c:`,;�+y^r;N.�r$��+�e^�ss�: �;�'+��:..r.�i:�t'�&'1+7+Y,F�'i^.��*;,iS.�t'�•�-�iiaxk.k-��:�.-t'tri.;+�,n'i�,��Mpti�v *ale kir �%w94 ,COUNTYOFBUTTE - DEPARTMENTOF DFVELO;PMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE; CAQF0A_VIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 3� ME --5 Oe4- e 0 sa Proposed Building Use A. P. No. Building Inspector Date 'O -0/0 -At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ,% DATE RECEIVED BY All items have been submitted . ........................................ 2. Plot planss�W sets, signed by preparer of plans . .......................... Complete plans,314 sets, signed by preparer of plans . ..................... . Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ..:......................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ ...................:..................... . 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees..:Q:4 y :•::.............. . Flood elevation letter,(100 year floo ) by California Engineer. . . 1 Sanitation and plot plan approvals Health Department. ............ Cit of Chico lumbin ermit. .. ................. Y P....... 9P 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development.a bout (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). ... Preanspection request 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 4. Recorded copy of Agricultural Acknowledgement Statement . .................. etter of signature authorization . ........................................ 'Copy of recorded deed of parcel creation and 60 right of way to a public road. N.... 27. Letter of intent on building use . ....................................... . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements.' .............. . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When,you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone.3and hold for pickup at office. Deliver with inspector. Other Parcel Creation -54v 9 Acreage Applican 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 The following data must be submitted prior 1. Index permit for above items No. 2. Additional items required: ance: (Circle new item not checked above). X Contractor, designer, d5w, was advised of above required data by ✓ hone _ mail Counter by k1WDate ;� Contractor, designer, owner, was advised of above required data by -! phone _ mail ounter by 4 Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location r.Ii. i.isr NLY Hol Plan Atuwhcd 1:1 Plan Atwchmd Sent Io B.D. —3!/! J / AP// Plan Approved for: Sewage Disposal n Water Supply: ,\ Public Private( Well Clearance for bedroom mobile home. Other r Hold final for: Final clearance O.K. for: zk A.� — En ronmental Health Specialist 8/92 Date COUNTY OF BUTTE -`Department of Public Works 7 County Center Drive,.Oroville, CA 95965 OWNER -BUILDER VERIFICATION: Attention Property Owner: Phone: 916-538-7541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to.provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) X signed an. application for a building permit. for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4: I plan to provide portions of this work, .but - I have hired: the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors'License No: 5. .I will provide some of the work -but I have contracted (hired) the following persons to provide -the work indicated: Name Address Phone Type of Work Signed: Property Owner Qto�aq", Social Securit N er Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. Ed j i 1 �.�4p APpA©^ PwL� Butt v `.11 f Enviro e Court, ►►��,, Otte Health Date �9nature .. Fnvironmental Health MAS Chico, Califomia t , Ed j i 1 �.�4p APpA©^ PwL� Butt v `.11 f Enviro e Court, ►►��,, Otte Health Date �9nature .. Fnvironmental Health MAS Chico, Califomia 200' NOTE: --fill Raferfals �Jc.►k'r;ms�ip Slim 8o 1, Accordance wifh Rccognize.g C -,Gd rvr 'ie p �i:iu•:; U50 in tlf� Z ny Uniform buiiding, r'iu, 16h,a Z, Mecilu-nical Codos arc; © d - u.the Nation�aal Eecfricol Code a w 1!, � ;2� � douse A Z_ CO W Lu Z w Xporch j y o. q 0 Ci v w v a 58 1/2' from fence septic 21, mom fence wrc r a : tank. Z Lu cc rc to fr y 90 M 5: from C20 >� ! i80' back a fence leech lines OW =� E .0 O v> C C2. O o / u O n Y1 Q ru r� O cc 0 o ro — O o �• L (n 10 C � �v) •~ � J + N C c tL' Cc,) ) U O O N}cw " yon4— O `� BUTTE COUNTY BUILDING Df PARTMEWT .APPROVED f ! y :~ 2 x 6 rafter Ai 7 34 °13 7 73W J� . 32. . � Ste- � s �►� 8. it ®Vapl�rpyrQd 7 3/a 8' BUTTE COUNTY •�w 5Exterior cover 3/4 plywood Roof cover 3/4od, and roof comp. Phi . P back of porch y 2 x 6 rafters 1 4 6/W it ir n n n 1 60 2' 10114't Tel 6 x 6 blocks 17' 4 V2" ec t4e Ca < < 5 Zxd st� ` j P - rL :ati��G �a�� s� 1e��4f pip COUN TY DEPAi? C"- 4 TAIE/vr PPROV �vE® 2x� 16'at, Watts c ce- (z sV, 1 v0,pg i o �C WCO (s �� .eo 2 x 4 redwood deck 4 : �%4° plywood .ment boards `/Z~xj2/,iii cement blocks -7�`g��o COUNTYBUTTE • J fig' ' M$��..: �.. I ♦ ♦ ♦ ♦ \ ♦ 1 \ ♦ ♦ \ ♦ \ \ \ 'I / I / I / I III I 1.9 lop .......... ♦ / / / / I / / I / I I I I I / I•I I /III I . . . / .. / / I I / J. / :::: J. ... /////////'r/ .. \\\ 31fZ?/t�/\; \\\\�\ ♦\ ///////i\i . / si\ . ♦�� viii♦ . . . . . . . . ................. `/Z~xj2/,iii cement blocks -7�`g��o COUNTYBUTTE • J fig' ' M$��..: �.. -..:`„ _. ,-....... ._ . craKr ....,.,w:r. .�.: o..^ -.w.•. .r.. -..- ., ..;7 p. .. :,.a- . �� c. -• s+-.as.r^. .�'-t'•+ia ,,`c�. -,v; M'�v-. ,. T-2530 9-450-010 94-0606B .:." TERSON, JAMES &ROSE MARIE DURHAM DAYTON HWY, DURHAMNT :. K -DESIGNERS , INC. VINYL SIDING/SF - 25 t L k �4 i i I n - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION SAND PERMIT C> IL 0h1'y-0 ASSESSOR PARCEL NUMBER .� M (" D /) ,•�•'yG•/' 7 (� ZONING BUILDING PERMIT OWNER JAMES 8 ROSE MARIE PETERSON. TELEPHONE 345-0372 SQ. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2253300TC�7DR•7gU-RpyH�AM(� 'DAYTON HWY. DURHAM CA 95938 R� T fvfr&sp INC. TELEPHONE 631-9300 V.?1�ACTU S:JdAILI�,G,�,gDyR S7, SACRUENTv, CA 95821-6911 Fireplace UySV ffTIONNLLEENDER UNKNOWN Total Valuation Is MAILING ADDRESS MIX, MIX Filing Fee $ 20.00 Permit Fee $ S{rGrrlTtroS-'NGIN H -VE 4198806 Plan Checking Fee $ Energy Plan Checking Fee $ CHI7ECT OR NGI EER'S MAILING D RESS i�y,1,00261 Y�1�K DRIVE, RANCHO CORDOVA, CA 95742 Penalty $ sU�IGRISE �V�iIM: 2530 DURHAM DAYTON WY. DURHAM CA 95938 PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF (XDuplex O Mobilehome O Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition 1:1Remodel ❑ Utilities O Installation ❑ Other y Describe Work: VINYL SIVING PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 800v OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) SO. 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Co,i��d ray license is in full force d,e fact. 44YV i(!!O O License No. Classification O I, as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) a SINGLE OUTLET CIN. Ex. Occup. ( OUTLET OR FIXTURES ) 20 X @ 1.50 Ex. Occup.FIXED APPWID OR ( OUTLETS (RESID.) EA. ) 5•�0 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): Q, This permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self= insure. O 1 shall not employ any person in anymanner so as't become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit',will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 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 Butte County, Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of 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, j rcgments, costs, and expenses which may in any way accrue against said County in consequence of1the granting of this permit. `� X� %-ff�G»-� Date 3' / Q7 Signature of Applicant - ❑ Owner O Contractor igAgent jindicated An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ JJ HAz. D. FEES IMP F100D COF PARCEL" HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which f es have been paid. 00, PERMIT EXPIRES ON (De e) __ Receipt WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD-APPLIC ANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Califorf i195l'65 - Telephone (916) 538-7541 PERMIT NO. APPLICAT16-N AND PERMIT -060(0 ASSESSOR PARCEL NUMBER 6 3q — VI �1 SO fJ / (� ZONIN� ,n BUILDING PERMIT OWNER JAMES9 ROSE MARIE PETERSON TELEPHONE//" 345-0372 SO. F', OCC. BUILDING VALUATION MAILING 2530 DURHAM DAYTON HWY., DURHAM CA 95938 VIN –ft§ �Z INC. TELEPHONE 9300 :TflA: ToS XILIIgG J��D977, SACRAMENTO CA 95827-6977 Fireplace CQ &FWTIONULENDEZR7 `l�N UNIINOWN Total Valuation $ q�'S MAILING ADDRESS / Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER SAME AS ABOVE LICENSE NO. 498806 Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 11261 SUNRISE PARK DRIVE RANCHO CORDOVA CA 95742 Penalty $ BUILDING ADDRESS JOB SITE: 2530 DURHAM DAYTON HWY. DURHAM CA 95938 PERMIT FEE $ v PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF CX Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20'00 TYPE OF WORK y New O Addition O Remodel O Utilities 1:1Installation O Other l? Describe Work: VINYL SIDING PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR AODNS. ( & ACC. BLDS. ) SO, 3.5C FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Co n my license is in full force �Ild� ffect. License No. 6 Classification II O I, as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 - ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 200 1.00 BAL. 50 Ex. Occup. FIXED APPWS. OR p' ( OUTLETS IRESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): This permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state thatthe above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and h rebyauthorize representatives of the County of Butte to enter upon the above menti ned property for inspection purposes. I also e t save, in nify and keep harmless the County of Butte against all liabilities, ju ents, cost , and expenses which may in any way accrue against said County in se yuece of t=grantingof this permit. Q X Date 3 `- 7 Signat a of pplicant - O Owner O Contractor IN Agent An 96HA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE $ O HAZ. I D. FEES I IMP I FLOOD I CDF I PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for 74iches have been , PERMIT EXPIRES ON O lD tel provisions to do work paid. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT DESIGNERS n TO Q5U+tC, CU SUBJECT: BUILDING PERMI JOB SITE ADDRESS: 2�2)0 001-"-4on dw(6, A(haxn Com- Q� aE9 PLEASE ACCEPT THIS AS YOUR AUTHORIZATION TO ACCEPT THE APPLICATION AND ISSUE A BUILDING PERMIT FOR THE ABOVE DESCRIBED JOB SITE SUBMITTED BY A REPRESENTATIVE OF K -DESIGNERS. PLEASE NOTE THAT THIS AUTHORIZATION IS RESTRICTED TO THE ABOVE DESCRIBED JOB SITE ONLY AND NO OTHER PERMITS ARE AUTHORIZED HEREIN. SIGNATURE LLY, AN (B.D.) VIDLOCK DUCTION MANAGER P.O. Box 276977 • Sacramento, California 95827 • CA Lic.f498-806 • (916) 631-9300 • (800) 743-4642 A PERMIT NUMBER B 13 P E PERMIT EXPIRES /4-7 A. OWNER Paul T�:j� CONTR: North State Znq. LOCATION (A.P. -10 L// Rt. 1, Box 654 Durham., Al from center of Durham- near..school & shopping center (AAA... 0*0 �z -7 --7 Zoning Foundation Rgh. Plumbing Rein. Steel_ Framing Wtr. Htr. Firewall ELECTRIC Temporary Final DATE COUNTY OF BUTTE Departmen) of Public Works BUILDING INSPECTION RECORD Setback Piers & Girders Bond Beam Gas Piping & Test Plmg. Topout Furnace Garage Vents GAS Temporary Final REMARKS OR l -� Forms Fireplace Lath & Plaster_ Found. Vents Rough Elec. Kitchen Vent Sanitation & Water BUILDING Cert. of Occup. _ Final CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS /,Z Z17 -)Z17-)7 County Center Drive - Oroville, California 95965 U Telephone: 533-1230,' Ext. 259 APPLICATION AND PERMIT authorize represent Eitives of the County of Butte to enter upon the above-mentioned propert for inspectio purposes. s X Date r S gnature Per itee or Agent Receipt No. White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -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. DIRECTOR OF PUBLIC WORKS BY Date G-/ C(- 7 Z k� � - Building Permit Expires Date6--,(Y— 73 BUILDING Owner� � � SQ. FT. OCC. BUILDING VALUATION 2Z 906 ?Z . Mai I i ng Address 9494JL y t/Y aM C Fireplace Contractor 0Y t Total Valuation Mailing Address 0 Permit Fee Plan Checking Fee &/or Penalty Permit Fee $ Z.400 $ Building Addres /qe �-�f. BQ�� Z l Ce�7� PLUMBING No. FEE PERMIT FILING FEE $2.00 . /' v'V ,,/ / L of aM lvea .��` 00 JA ® //�6— Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. Zoning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .50 Fire Zone Fire Dept. Sanitation Planning Building sewer 5.00 Plans Fees W. G. R/W Encroachment Lawn sprinkler system 2.00 NEW ❑ ADDITIONIS OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 USE OF STRUCTURE Single Family yrDuplex ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, dryer or water heater 1.00 l � Co ��r -SG `ems A) d Oven, Cook -top or space heater 1.00 Light fixtures Receps., switches &fix outlets � go 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;u + Q � �� /Z�. � ) 1A1 C Hood, Ex. Fan or F. A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Misc. wiring License NClassification 43 _el ❑ i am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I 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. F -1I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as `to become subject to the Workmen's Compensation Laws of California. MECHANICAL .. No. @ FEE PERMIT FILING FEE:. :'' $3.00 Heating Cooling Ventilation Permit Fee $ I certifythat I have read this application and state that the above pp information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby ISn9lrumentattionrr grain n $0.07/$1000 Evaluation $ Q TOTAL PERMIT FEE $ 7, 07 authorize represent Eitives of the County of Butte to enter upon the above-mentioned propert for inspectio purposes. s X Date r S gnature Per itee or Agent Receipt No. White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -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. DIRECTOR OF PUBLIC WORKS BY Date G-/ C(- 7 Z k� � - Building Permit Expires Date6--,(Y— 73 a fit t Dv r, oi c�a - } 49 1 fp 1,0 it Iq 9 dop o_ f" rt✓ #**A OC plans anci pzcifications A1l15T be kept on the job ca all tirns and it is unlawful to make any changes or alterations on same without BU�E C.]# I\inr written permisson from the Department of Public ;i,�� Works, County of B.IttP. it Vv I ' ..,rYm.-1"I,Ilip -'hall Be n ,Q �cc,rdance with Recognized Goo. tf P"radices A of a quality prescribed for the "Specified use in 4q Uniform Building Cocle,t1 ifoem FRjr1?33^g4;Dde, 44 the National electrical Code. U o. +wear: ' o Q a �clbb�� t •� �I�r�yvCl , t id I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVLSION 7 County Center Drive, Oroville CA 95965 Phone:, 916-538-7541 JAMES.H AND ROSE MARIE PETERSON 2530 DURHAM DAYTON HWY DURHAM CA 95938 RE: PERMIT APPLN #94-0731 (SCREENED PATIO) DATE: 1,125,19; A.P. # 039-45-010 With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engineered Calculations Typical Plan Sheet Owner -Builder Verification Fm List of Codes.Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. XAxPlot plans, 3/4 sets, signed by preparer of plans. XXXComplete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs,. 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte Countv Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. -Nl-)�'-Sanitation and plot plan approval CHICO Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Develcpment (a) Improve -eats (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Stvle, Class) or exemption statement. Certificate of Wcrkmans Ccm^r�nsat;c. Insurance. e Owner -Builder Verification Form. - Recordedccpy of Agricultural Acknowledgement S-.ate:,,ent . Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a'public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Other: YOUR PERMIT APPLICATION EXPIRES 3/21/9, AND CANNOT BE ISSUED AFTER THAT DATE. 6INCE MIS WAS BUILT WITHOUT PERMITS, PLEASE SUBMIT THE ABOVE ITEMS AS SOON AS POSSIBLE TO AVOID COTE FNFnRC'FMFNT_ Should you have any questions concerning the above, please contact TONNA SPFRT.TNC. of this office. MCV:ahb Y rs very tr ly, Mic.ael C. ieira, C.B.O. Man ger, Building Inspection 0 ATTACHED - FASCIA , POST, 81 FOOTING TABLE A ,.v. a.� Prej. -` Panel Spon g v �� Saa nota 9 ' 2 Saa noi, 3 oo, langih op Qor 1anglh P 1\gchm¢n{. Proj. u^r peek,spec¢ ikgchman{. P_.% Spon der b wet Sac Tdb\c 8. Pana\ Ovnrhwng Trib. Width St.uctw `� Saa Twb\a 0 Cor {,;b. Extension Mid • I I, soon Per 2 beam ty,nmai ',dkh of edge baom Pana\ Spwn gp°., kips' n6oui �. 4po at we .. morn ;bora Width oS 2bawma r wnd,or crania. beam Strad, is un cymma ric •• 4". T' FASC\A 4"x 3" x45 G1 A PROJ. POST TYPE (Brae .SilS�•092"45:1.5:On4".g;,65:O. 40.5+�5i.pb5'1.5:Ib'.Ob51.5:1.5':.03 .51.5'%•+037.5`.\.5:04 1.5:1.5'i..040 .5:1.5'+.065 .5'�IS'•.065 •5,1.5'•.0 ' Scroll Scroll Scrol\ Scroll Sin,%. Scroll Scroll Scroll Scrol\ Scro\\ Single Scroll Scroll $ dagra nyb - POST HEIGHT abevn) 9'-10" 8'-o, 9`-9" 1 8'-0" 1 8'-3" -%,w 11 q'-10" I 8'-0" cl- k" 6,-o" 8'-3" 9-(. a'-3" 8-O" 9'-O" B, -O" 8'-0•' s,,_O •, B'-0•, 8'-O" POST SPAC\NG AND FOOT\NG S\'LE CU6E LIVE LOAD 10 psf, HORIZ. WIND 10 psf, UPLIFT 7.5 psf G'- O" 12'-3" 15" 12'-3" IS" 12'-3';15" 12'-3';15" 12'-3'415" 12-3',19 14'-2';\5" 14'-2';15" 14'-2';15" Ian -2;15" 14'_2';15" 14'-2';15" 14-Q1%5- 4'-2;%5"1'-0" 1 0"' 2-10013'-2;16"13'-Ib"13-2,\6"is, -21',;; '"II'-4"15"'415"11'-4';W'II-4;'15""11-4' e 10' -8"G" l0-8, G" 10-a"w, 10-8:6"10-8':16" to' -8;16" 2-4';6" 12-4';16" IQ- 4;16" 2'-4, Ve" k4-4,%6 Iv- 4 11Il6b -01610'-O"Iw^ lo -O,/0"10-0'; Iblo, -0,16" 0'6%1111811-8; I1" it, -8•;\l" \-B\l11-8,1'• ci O" 10-0,6" 0 " 10'- O" 9 91(0" 9'-GIV, 9-6;IG" 9_41;16" 11- \-\;11.w- -II 1 1 e'-3'•16" cl-1;169'-I'; Iw9'-169'_1I e' -3'6°0 -""l0 1%1"10-1; %-1" %0' 110-l;ll- I2-O, -I a-%7%- 8798:,1891B-9,111'_1',16"ko-T10-1;11"10'-0';%1"0lo-I.;m 13 '-O" -11-0111IG"8-4,11" 6'-4';Il" 8'-4,11" 8'-4'; Il' 8'-4,11" -1'-O'M," ck-0,16" 8'-9';11" 9'_9',18" 14'-O" G'-6"16" 8'-I. Il' 8'-1,11" 8'-1'; %l" 8'-1':Il' B'-1,11" /0'-4':16" 9,_4';16" 8'-1"01" ci -4", 18" 8'_1',%•1" 9'-41,%B" IS '- 0" G' -1 ,I6" l'-10" Il` 1' 1.' Il" -7'-10111'" l'-10': Il" l'-10';11" 6'-1•;16" 9'-1';1 B, 1'"1',11" 9'-I ;IB" 8'-0';%1" 9' I6 ' -O" 5'-8';16" l'-1,18' 1'-1':11" 1'-l`IB" -1`_6';1-1 1'-1;18" 5'-e,\6° B' -G;\8" l'-I';Il' 8'-9,18" l'-6';11' 8`-90,\9 8-111,16" Il '-O" 5'-4"IG' -1 4':18' (.'-a':%1' l' -4',I B" l'-1"Il" 1'-4118" 5'-4';16' 8-0'1,%1&'1 6-8,11" 8'-0,19" -1 1".11' 6'-6;19" 8'-6;19" IB -O" 5'-1':16` l' -I': IB• G' k1li" -1'- I... w. 4'-8,11" 1'-1,18" 5'-\,%G" 1'-1",\8" G'-w.,%v 8'-3;\9" G'-B;II" 19'-O" 4'-10';16" 6'-11,19" 6'-0': Il° G'-11,18" G'-4, I1" G'-11,18" 4'-10'1%4° I' 71,18" 6'-0,11" 8'-1 ;%9" 6-4,11" 8'-\;k9" 9'-1,19" 401r 0" 4'-1116' 6'-9;18• 5'-8`;11" G'-9"IB" 6'-01;W G'-9,18" 4'-11,14" 6'-10';18" 5'-a"1l" l'-10'19" 6-0,11" 1'-10;\9" -1 10;19" 20'-•9" 4'-4,IG' 6'-G" 18' 5'-5';11" 6'-1 ;18.5_9• ll,5',11° l'-8;19" 5'-9'; Il" 1,_8;19,• 1_8,19• LIVE LOAD 20 psf, HORIZ. WIND 15 psf UPLIFT 18.75 psf ''-O" 1'_11"IB" 8'-11"15" 8'-11,18"8'-11,16" 8'-11"\B" 1'-10,18"10'-4,19" 9'-10"19"10'-4:19"10,_4,;19"%O`-q"19°10'-a,19x , :20 w'-9';18" 8'-3';19" 8'-3,19° 8'-9';19"8'-3,19" 8'-3';\9' 6'-ev"w, 9'-1",20" 8'-5,19" ck l",20" 8'_11,19' 9'-1,'10" 9'_1';20" B'- O" 5'_11':18" 1'-9'19" 1'-5';\9" -1 W,%9" 1'-8';19" l'-8"%9' 5'-11';19" 8'-11';20" l'-5,19" 8'-11,20" l'-10;19' 8-11;20' 8'-11,20" at O" 5'-3"Ifi" 1'-3;19" 6-1,19 -'-3,19" 1-0,19 l'-3"19. 5'-3"l8" -1'-%\,2o" 7775;;° 0-5,20" 6'-11;19 8-5,20" 8'-5';20" 101= O • 4'-9"I6" 6-1120 5'_11';19" 4'-11;20" G'-3';19" 6'-%%';20' 4'-9,ke" -1'-1',20" 5'-11,19" 8'-0;21" 6'-3,19" a' -0,21" 8•-0';21" 1 - O" 4'-4"IB° 6'-6"20• 5'-5"19° G' -1"2o" 5'-9';19• G'-1"20" 4-0,18" 4'-6"20" 5'-5"%9" 1'-8;21" 5'-8,19" 7'-8,2\• -1 8121" 111- O" 4'-0`18" 5-1120 4'-\\';19" 6'-4':21" 5'-3';19" G'-4,21" 4'-O°18" 5'-%%';20" 4'-11;%9" l'-4,21" 5'-3;19' l'-4"2%" -I 4 ;21" 13 - O" 3''B"IB" '-6',20" 4' [",19" 6'-1"21" 4'-10"%9" G'_1"21" 3-8',18' S'-6"20" 4'-1,19" G'_%O"22" 4•-10,19" l' -O"22:' l' -O':22" 14 _ O" 3'-5"18" 5'-'1"20' 4'-3';19' 5'-10;21" 4'-G', %9" 5'-l0"2l" 3-5,18 S'-1';20" a'-3"\9" 6'-5':22" 4'-6",19. v- 9;22'9';22" 15 - O' 3'-2,18" 4'0• 4'-0';19"4'-2';k9° 5'-8,21' 3'-2';18" 4'-9,20" 4'-d'\9" 9'_11,22" 4'-2,19' G'-4"22' 6'-1';22" FREESTANDING -FASCIA, BEAM, POST & FOOTING TABLE C -~l5aa Width Panel Spon Pana\ Ovnrhwng Trib. Width St.uctw `� Saa Twb\a 0 Cor {,;b. Extension Mid • I I, soon Per 2 beam ty,nmai ',dkh of edge baom Pana\ Spwn gp°., kips' n6oui �. 4po at we .. morn ;bora Width oS 2bawma r wnd,or crania. beam Strad, is un cymma ric •• WIDTH 4"x3" Fwsc\q (Sac Nein a9 Por 4.2 0" I BEAM l"I SEAM (Fast:, POST TYPE enR 2.54x.068 s;;�x.lD9"°• 3".3"..IRO" 2.S4x.068" 3"t,•`oa"er 3"n3"a.\20" 2.5"0 x.068' 3"4x.109" 3"a3"••\20" .4.060" 9• 060'• SINGLE s S\NGLE S\NGLE s96�N�L SINGLE S%N GLE SINGLE S\NGLE TRW WIDTH POST HE\GMT (Ua,ng 8-O" 9'-O" B, -O" 8'-0•' s,,_O •, B'-0•, 8'-O" haigM chosen n , does N ..-d khn post spec. Peri �s�" POST SP PC\NG ANO FOOT\NG S\ZE SQUARE x DEPTH LIVE LOAD 10psf, HORIZ. WIND 10 sf. UPLIFT 7.5 psf ,13".38" 9'-3" .%2"s 33" 20-3".\3"+42" 36'-5" ,IB"a 48' ►'- O " 9'- 4",12'.33. 13'-10" ,\2"x38"N80"06".14' 1R"a38"G.- O" 9'-1 12"x33" 14'-2",12".31" 14'-2".12"x38" 8'_3",,2'433" 1%-4",\3"x36",l4".38"O' x l8 - O" 9'-4". I2`x 33 12'-4". IR "x3 w" 12'-4",I2 "x3l' l' -5",13'x33" 9 -1d',14"x35"14"x36" l' -4",\2"x33' 16'-19 -O 9'-O". 12"x33' 11'-8",%2 ",3w" 11'-8",12 ".3l' l'-O'•,\3"a32 4'-3"%5'.34"14"x35 '-O",\3"x32"15'-3",%l ".3 B' l' -1",2110-O 6'-9 J2 •x33 n'- I ",12 "x34" 1\'- 1` \2".31. 6'-8" 10'\.32 8'-10',15"x34'15".35'•I •10'- 3 - 1 " '-4' , „ - O." -6 2 3 l" 12.6 lo• -l' \2"ail• '-5" \4"x9\` e' S" 16'433"5 .35' 6 4 ,9\"II' 8 , k 3 GO" 8'-3", I2"x33" 10'-I" 12".35.10'-1" I2".31' G' -2`,14"x3\" el-O",16"x33'16"a34' G'-1",14'•x3\'\3'-3".19"x31°24'-I",43"A4" Is- 0" 8'-0",12"x33" 9•-9`,13 ".35" 9'-9" \2"x36" 5'-%\",%5".31 •' 1'-9",16"x33 -I -9",16.30 5-to",14"x3\"%2 14(- O' -1'-9•.12`.33" 9'-4",131.34" 9'-4" 13•x36. 5'-8'.15 ".30" l'-5",\l"x32" l' -5".16'x34' S' -1',15"x31' 12'-3",20'43 '22'-2",24'43 ,1 "x33 9'-\', 13".31.' 9'-\',13"x35' S'-5" IS"*30" l•-2 ,\l"x32"l•-2",\l x33' ,15"*30'•1,'-9',20"x36 16 - O 1'-5"s 13"x32• a,- 9 ,19 x34 a' ck''; 3"x35 5 -3';16"x30' l' -O ,%l"a32' l'-O",1l ".33 '-3°,15"x30' 11'-0",2%"436"2tl-1",26"444' Il '- O" l' - R' 13x92' B' - G'. 14'x39' 8'-6" 13`x35' 5'_1 16'a 30' 6'-9",\6".32' G'-9°,\l"x33° 5'-O",16`x30. 10'-%I, Ai".35"19'-10",2b".44' %a - O l -0",13 x32 8'-9" \4'439" 8-3 .t0"a34 '-11•, ".30' '-1 ,18'k32 6'-1".18"x33 4'-10",16"490"10 -1".21 r35` 19'-2`,46'.04` 19'-O" 6'10'.13"a32 8'-1".14".39"8'-\",\4"x34"4'-9',16"x30"G'-5 40- O' G'-8`. 14'432' l' -10"r \4"a39" 1'-10'• \4'x30' 0'-1",Il"x29' G-3- ,\9"x31. 1,18'x33 4'-1",16"x30" 9•-10 ,42".35" 18'-O",2l".4\" -10 6 -1 1 x31 l'-8" 15 ".92` l -8 ,% "x3 4'-5"x11 x 9' d -1•,19"x31 '-1 ,18 x33" 4'-5',Il•'x29' 9'-l",22".35' \l'-5",2l"x41' LIVE LOAD 20 psf,' HORIZ. WIND 15 psf, UPLIFT 18.75 psf 4'- O • 6'-3",\3"x32" 10-O",16".3G" 10'-O",16"a31" 6'-2",13"x34" 13'-9" 18"x38" 24'-6",22"x45' .51- 0 '-10" 1S".31' 9'-O" I1"x34" -1-0"01".15" 5'-10" 10"x31" 12'-11",19".3l"23'-0"x24"a44' &,-O G' -8",12"x33" 10'-4' 110.31" 104".WSck` 5'_6",\4•'x30' - 0. 6'-5" 13 x33 -l` 15"x36" 9' l 14"x31" 5'_3'. l'xR9" 1'-l" 19"x32 9'.33" 5'-2",11"x29" 11' ,22"x35"20' W- I's 13".11. 8'-1\' %5"x34" 8'-\\" %51x36. 5'-O",\8"x29' I",20"x31' l'-1 ",40"x32" 4'-11',ll"x29'•10'-%%",24"x34"19'-6",29".41" 9.- O" w' -O• 10x31' 6'-5" Ws'54" 8'-5" 14'495" 4'-9' \8'.28` G' -8",2\"x3\" 6'-8.20"x32" 4'-8" 18".29"10'-4".24"x34"18'-1" 30'x40" 10- O 5 -10•°15•x3\' 8'-O" 11"x33" 8'_O, Ib'a34" 4'-G",19"x28" 6'-4" 22"*30. 6'-4".41•'.31" 4'-6",19"x28" 9'. -10",26".33"\l' -9°x9\".39" - \ ^ 0' II - O' S'-8' 15"*30• l' - B• Il"J2' l' -B" \l"x94' 4'- 19"x48" 6' 24"x3 6'-1" 4•t".3\' 4'-3" 19"x28° 9'-5 IIt - O 5'-4 16'x90" l' -O" 1I%%T' l'-4' 1'1`.93" 4'-1",40'448" 5'-10"xR3"x30' 5'-10" 44"*3\" 4'-1",20".28" 8'-9",21"x32'16'-3",33'•.39" 19 ,- O 5 _4 .1b"x30 1'-C, e, x9\ 1-0' .16 .33' 3'-1\",21"x21 5'-1"x24"x29" 5'-1".28`431" 3'-11"x21"x 2l" 8 -\".21"x34"\5 -1',30"x38" 14.- O' 5 -a". Il"x29" G'-9' 19 ".31. 6'.-9' %a":32' 3'-10",2%"x2-1' S'-5".24"xR9" 5'-5" 24"a 3o` 3-9",2\„x2T' l'-6",2l"x31" 15'_0",35"a38" 115177 O • 5 '1 ". 1l'a29' 6--1' 19".31" ATTACHED -BEAM POST 81 FOOTING TABLE B -~l5aa r5�aa sea not¢ 3 E.tans\on Sae diogr. to noia3 Pan¢\ Spon IaP4 flor setter S¢¢Tab\a O Por posi ✓r boom T.ib. Wid4h o4 Pana\O.arhan9 7r;b. W;dih Preni pos4 4 bee Pona1 rarhon 9 Scn Tebla Extension noka 3 ITrib. Mid /Wid \h Pona\ Spon Fo• posi Sp¢� specs undar D For T+ib. Width Fate;a saa twb\a A Mid- Sp°n TRIB• 1 4" T BEAM l"I 6EAM WIDTH , POST TYPE (S na 1.5 iL5i.03 .5:1.5"..03 1.'I. Y .Y'.%.S"..065 SCROLL SCROLL SCROLL SCRO\L S%NGLE SCROLL SCROLL \NGLE SCROLL I SCROLL S%NGLE S\NGLE S%NGLE d:a,m,ns above) POST HE\GHT haigM chosen n , does N ..-d khn post spec. Peri �s�" 9'-10" 8'-O" q, -A•; B, -O• 81-3, q, -In• I 8,-3,• I 10•-O• v' -(o" 1 b'-3" epp\y equal\y to slnq\a wed mu\�,p\e POST SPAC\NG AND FOOTING S\ -LE CUBE LIVE LOAD 10 PSF, HORIZ. WIND 10 PSF, 7.5 UPLIFT EXCEPT STRUCTURES OVER 10=0" HIGH UPLIFT IS 10 PSF 4'-0" u'-4';Ib"13--t0",11" IV -10", 11.13'-10, 11"13'-10;11"13'-10';11°13'-10".Il"13'-10';11" 1'-1;19"28'-6,41"3l'-4';23"dl'-3':26"41'-3;46" 5•-0" 9'-1;16"I2'-5';18"11''4':11"12'-5;18"12'_O';Il'12'-5';\8"l2'-5':18"12'-5';10" l'-6';19" 6'-O" l'-1"16.11'-4',18"9'-6';\l"II'-;10" 4'- 8'-1;\l"%0'-G,%9"1o'-6;19"%O'- 9 1'- 6' -4';11'9' -3;19"6' -8',%1'9-3';19"4'-3",19'9'-3"19"9'-11;40"13'-1;21"1'-2';23" 0'-1',2128'-0;90" 10--o" 4'-1 ,I6' 4'-10,18" 5'_8,11` 8'-1 ,20" 6'-O,II" 9'-10';2D" 8--10';2O" 11'-%0';21'15'-6;23" 1B•- 1,21" 6'- 1 ,31" 8'-4';40" 6'-5 ;20" 8'-5 ;20" 8' -2,2o -l0'-9':21"14'-1,23" Ib'-w';4l' 5'-5';92" IR- O" 3'-10,16.5'-9,%64' et". vi41'-2,RO"5'_0';11"l'-1';20'8'-0';20"8'-0';20• '-6;20•'9'-11;22"%3'-0;24"\5'-2';21'44'-4;34" 13-0" 3'-G,I6'5'_3;%8"4-51\-1'6'-1`;20"4'-8,\l"1'-0',20"l'-9,4\"1'-9."Lv. -1\,2O'"9''2':42"\2'-0';24"14'- o',2l' 23'-5;32" 14'-O" 3'-3;16" 4'-11;\8" 4'-1,%-I 6'-2;40" 4'-41;%1' 6'-6';20" l'-5,21" 71'-56;Q%" 6'-5';20" 8•-6';22' %%'-2';24"\3'-0"21• 2'-1 ,33" 15'-0'• 3'-1,16" 4'-1,\8" 3'_10;%1° 5'_9`:20" 4-O't11 G-1 "20" 16-o" 2'-10;16" 0-3:%8" 3-1,%l" 5'-4 ,20" 3'-9';11"5'-9';20` l' -0;2k" -7 O", 1" 5'-8;20" 1' -(.-VV 9'-9;24" 1-1-O"2'-8;16"4'-0,18"3'_4';11"5'-\`:20"3' 11%1'5'-5720"G'-9;21"6'-9,21`5'_4,40"-1'-0,22'9'-3",20''Io--9,2820'-6';34" 3-110;\884-203'-4\l' 5-1 0' C. -I 2 66'--11 %B9'--3.1 18'-0" 2'-1,16. 1. 180--9 65•'-_88;22"' ''--04'';200" 332,\Il" - o2 2': Il4'-10;20. 4:22" le 5 ,22" 4'-9';20" 6-4';228'-3,4C9-8,28%eC S ,3959 " O 2' -3"I 3-5:1 B" 2-l0;ll" 4-4';20" 3-0,1" 4 1 ;20' 1 % ;42" 3';22" 4-6,20" 6-0,22" l'29'-2 ,2'%8-,35 18--68244•" 620'- "" 20'- -k 2-2,6 3-3,18°,z ci %l" 4-1211'; 1l' 4-4';20° 5-9,42 ;:222' ,2 LIVE LOAD 20 psf, HORIZ. WIND 15 psf, UPLIFT 18.75 psf 1" 1'-1"42" 15'-3':24"20-07>2G'23'-5';21"30'-9,30" 4-O" 5'-II11B" 8'_11':RO" l'-5';19"10'-0,21" l'-10';19'10'-0`,21"10'-0"21"Tu, 51- 0" 4'-9':18" l'-2':40° 5'_11';\9" 8'-w"ev G'-3,19' 9'-0',42" 9'-0,22" 2' 9'-4':22"12'-4;20'16'-2"21:'18'-10';21" o'- G'- o" 4'_0,18" 5'_11 ,2o' 4'-11,\9" l'-5';22" 5'-3,\9" l'-1\,22" 8'-2;22' " '-10,42" 0'-4':24"13'-6;26" 5'-9':21" l'-1:33" -3 0" 3'-5"%8° 5'-%vlo.. 4'-3;\9" 6' -5;22"4' -6';19'6'-%0,22"l'-1;23"3"4•-9,22"8'-\0,24`%%'-1"2('%3•-11;21' 5'-5;34" 8'-O" 3` -0"18'4' -6,2o"3' -9"%9"5'-1,22°3'_11,19'6'-0"22"l'-1"23"" '_1%',22"1'-9"24`0'-2,26"11'-11';21" 3'-9'3!" 9'-O" 2'-8,18" 4'-0,20" 3'-4;19" 5'-0,22" 3'-6;%9'5'-4,22" 6'-8;24" 4" '-9;22" 6'-11';24' 9'-1,26"10'-1';26 2'-4"35" \O ' -O" 2'-5,18" 3'-1';20° 3'-0,19" 4'-4',22" 3'-2,19" 4'-9,22" 6'-4',24" 4" '-9"22" 6'-3';24" 8'-2';26" 9'-1';26 \'-1';36" 11'- O" 2'-2';18" 3'-3,40"2'-9;%9" 4'-1 ;22" 2'-10,19' 4'-4,42" 5'-9,24" S" 4'-4,42" 5'-8,24" l'-5 ,2G" 8'-B';2B" 12'- O" 2'-O'; IB" 3'_O9" 4'-O"22" 5'-3"24" " -\1"22" 5'-2':24" 6'-10"2b" 0" I'-10,18"2'\9•'3'-8:22"4'-10;24" 5'-1';45" '_8,22" 4'-10';24.6'-4',26"x'-4':28'IB'-5':31° 111 O" 1'-8':18" 2'-1 ;40"2'-2,\9' 3--2,22" 2'-3•;19" 3'-5';22" 4'-6;24' 5'_5 126" 3'-5':22" 4'-6,24` 5'-10':24" 6'-10';48' 1'-8,38• 15'-0" 1'-1"18" 2'_5•,20" "i' -O"%9" 3'-0"22" 2'-1 "19.3'_2"22" 4-2"24. 5,_2"2b" '-2"22" 4'-2"24.5'_6'•46" 6'_5"La,\1,_ %"35„ GER (,\-T'" v .. OT 177 O NE ALN ES (j-[ t 1) Uva load 10 PO o. 20 peF saa tobla diridons. Wind bogie. gyp: N S F R TAg�E E ¢) F., strueturne over \OHO" high up\ip4 orad up\\Ft \s q\se shown i {ob\ns. to psF siructuras shell .-P.- to U6C ch. 49. \s 10 psp orad a\\0406\a Spon Ser .O\B" super a penal with \O 059 11va. \oo.d \e On kha post is atk wc\,ad to a Wilt" C... ratapprou 6' - O" Other spent2)Wharn ¢d by iha b.i,\din, oPFiciwl '5.5 4 .O 5.0 b) M...-MiMc pons\ span,.018%Saber 8, Yhn Poe ting moi ba emitkad Prov;dinq the post spa�\nq dons no\¢xea¢d thwi 4wbu\qt¢d Por ih¢ pec{ s\1 -a 1, Ja/* 20 pep is 8'-l� single gpon',s 6•\\"' Fo. other pen els ihn twbulwi¢d s wns haigM chosen n , does N ..-d khn post spec. Peri �s�" •>''m�,.• O, epp\y equal\y to slnq\a wed mu\�,p\e the 142"+1`12""•032" aero\1 poet a`-O•'c 0" spans. 3) Fbr Twb%as ACB the \angt\, eP ottonhman4 o. thorn ihn d\sionaa Ham iha ax\siin9 aNta het A �" '- GENERA- NOTES (Coni\r grawke, to tea Bron{ paadw \p u nc\osnd or 1.5 i\mns thts dis{antra :` 14' - O ` uad) e E.taneien enol •warhong Y,." er _sk beam Extana;on Prom Wg11 or nowt..q TA6LE D TRIBUTARY WIDTH FOR SINGLE %EAM ATTACHED UNITS OR EDGE BEAMS OF MULTIPLE BEAM TYPES PANEL OVERHANG (FT.) O I.O 2.0 1 3.0 1 4.0 TO IZ.O RIB.WID1HT06EU6ED%NMA\1ATABL 4• - O" 11.0 3.0 .5'-0 2.5 3.5 - 6' - O" 3.0 4.0 4.5 1'- O '5.5 4 .O 5.0 8'-0•' 4.0 4.5 5.5 1%. 0 4.5 7.0 (.0 1.0 1 5.0 5.5 6.5 l.5 11'-0" 5.5 &.0 1.0 15 - 0" &.016.5 1.5 8.01 9.0 13' - O " 6.5 1.0 6.0.a.5 9.5 14' - O ` 1,0 1. 8.5 9.0 10.0 IS' - o l.5 8.0 9.0 9.5 10.5 16' - o g, 0 8.5 9.5 10.0 11.0 12.0 Il' - o %a, - 0 8.5 9.0 10..0 10.5 11.5 2.0 9.0 9.5 10.5 1%-0 %\.5 12.5 19' - O •' 20'-0 9 .5 10.0 11.0 1%.5 12.0 13.0 14.0 10.010.511.5 12.0 %2.513.5 %4.S 21' - O 10.5 \I.O 12.0 M.5 %3.0 14.0 %13.0 22' - O " 11.5 12.5 \3.0 \3.5 14.5 15.5 0 13.013.5 14.015.0 kS.5 24'-O 14.0 14-S 15-5 16.0 25' - O " \5.0 16.0 6.5 2G' -O" 16.511.0 26'-1 11.5 'X Ini arpolw{ion may ba uc¢d w\,¢n opplyin iha above i,ibuigry ;d kha to {ab\an B ��. This a%\ows the usa oQ ha\Q Apooi ir;b.w\dihs Qor the average poet apwc¢ and Qoo i\n, siLa.g givart Aper EXISTING EAVE TABLE F PANEL TYPEsaa LIVE LOAD-PSF (alum '• 20 10 20 SUPER EXISTING RAFTERS PANEL SPAN MAX: Ft. 8 8 13 I %a RI 8 \2 \S Allowobla Existing E... Lart th 2'44"unnotchad 20" IG" 10" 14" 10'1 8" T\L 4'x4" neichnd 32" 26" 21" \8` 24" 18" \4 " 4:6'un .1nad 56" 49 •' 42" 38" 45" 31" 3%" r 2:8"notch eubstif utad providing ;hay ave. wpprovnd Cor .%..I ov PANEL SPAN TABLE E PANEL TYPEsaa -THICK. L%VE LOgD .Q (alum '• 20 ta a6 F."eLOW ABL SPAN °rad OVERN9\NG lactic Pat S O S O SUPER .018" 13'-11 uO 3'-3" e-\\" 2'-9" 8 .028" -'= 4 -o" I2'- 2 " 9 '- 9 " SUPER SPgN .020" IS a" 4,_0„ 11,_2„ 3'-6" O Lw 18'- 4" 4 '- 6" \3'- 2 " 4 .03(." 20'-l" 5'-O" 14'-11" 4'-l" UPLIFT , PSF 1,5 ° \8.15 P enc\orad par este 7. Wharn the structure has an rr• a. In iha attached tab\as Aks -a., the alt achmnni \angih op \ass thou \h;s usa tab\, C Po, Mscign and 4"I bag_ iha pe\\owing posi type xha\gh\, spwc\nq,pest .n Plg.. 1 sing\n posi. may ba substituted Qor any these twbutwiad ANCHOR BOLT TABLE G ,: 4) Mwx.halgh4 of \O psp siruckuras is l2' -O" g!°_`"•00G ep 3'Q x.\09"s \O'-O'High FOOTING 1 O 3"x 2"x.0-15 ", 0'- 0, W',,\, FOR USE W%TN FOOTINGS SHOWN \N TA6LES AE 5) Foskanara ak --Na other than Pwlk;ps Rad Ha a" o(ew, \O,-O"\k,, POST TYPE eubstif utad providing ;hay ave. wpprovnd Cor .%..I ov 3"x 3" x.049"y \O'-O"Nigh FOOTING c% a i- w\lh drove o\. , S% 'LIE 2'Iq" 9. 4".2"Fascia may ba subst\kutnd Por 44'x3" (w%E) x.040• x•065" x.015" x.068" x.120" 6) 3" p%wskic pans\s' oe data:\rad on 2225-\ may bra inserted Snseia in T°b\n C ok 847. oP {nbu\,tad INCHES sero%\ Scroll Skn \a Sin 1a Sin \a ovidin iha n sa orwkad b 'wt \...t 2 a\u minuet Pr 9 y °`' p 3 ., -; ` est s eta 9Q.T.9 Footin veldt\, and P P 9 SIZE NUMBER OF PH\LL\PS RED- EAD £ W pen pw ra ra dux ad ko 81 theca o ala ands ns o % oQ P Tgbla E. 100 , Y o ooi"n da \h . ° Q {� p 9 Up THRU 22" 2-114" 2- 14` 2-114" 2-40" 2-4 ` 7.) Mi -had i1pa Sk+uciuras_ .hewn in tab\ns AE6 may bra enc\o bad 10. ley ccrawa ahw11 bra placed .n ho\as praberad 5 wits, open sh insect screen w dlor ramov ab\a {r ens\ue.mi or 10%8 oQ die,. Fer coney. b\ock construction 23" THRU 24 2-5116 2-sllb" `L-SIK 0?4 44 trwnapwr<n{ 01¢x\61¢ p\asi\C notora than 20 mills th:c4, plo<a asonry a d,er5 in ralnporcad providing ha,ghi dot. noi exceed 9'-O': cl-tad a\amcnk on\y. 21" THRU 29" 2 -SIB" 2' 318. er1-1♦ SPECIAL FREESTANDING TYPES (WITH 4 POSTS) TABLE H 11 An ,nspacl\on kola she\I ba dr;ll¢d the n ¢a\s{\ng wall 30" THRU 33° Panni Post Height Footing {o sera{ar lags 4 straws on r Li- Wind Sida9 Qraming members. Posi Baom Thickness 3'x3° S"x 3- •o Lood Load Op n er a pap• $Pwca Space St.- gROmd Width Oapih LOe An else Count g y StandOrd 34" or 35 ` ♦ 4:318 a" paC (N°ric) decad Super Super Sp°n .10' i- Square 't~ Shelter 25JCJTO 6 ZHRU 3B q _ 1f2•' g S^".109• S\°b S O - .025" 9'-O" 8'-0' 26" 34" 26" F.emthe office of: -THRU ALUM/NUM AWN/NG CO. 19'_0" 13'_2• 9 E .02 26" 9" zo•-o'• 2ti'o" 20 Iz 9'-O" 8'-O` 26` 40" 3 UBC TABLES 10 BI 20 PSF ROBERT W. HAUSSLER 26" O .028" .078' 19'-O" 12'-2' 34" REGISTERED STRUCTURAL ENGINEER E .028" .028" ck-o" - 29" App" 30" O .028" 9'-O" - 29" nL0" 2210" 20 \5 21 0" 19'-2" 32' Mnb. bbma, aruw, 6lilomw.0ietri1 .161umMa, Rain, Wnµlllwsb, ATTACHED E STANDING 34" 26" IMIMAJ, Men'. M=,Ch ,Mar7B"d, Mimipn, Mma,4 Ne.w, Nn Ilemo- T F 1 40" 30^ shin, 9e. lens). Rn Medm, N. rwl, OEw; OWbm. O,e, Teae, I /� A T 9ermostreplie,Waempen,a'amm6AW7usma 2109 CHERRY INOU Y�L C tE OU" d�� O - 036" 9'-0" - 31" 24'•0' 24'-O" 20 \5 29'-O" 14'-u" 34" 2G" senna 6peN rplb7aG1N.91tp 9974401 LONG BEACH CALIF. 90805 (213) 774-2380 E .03Gu 8'-O" - 35" 40` 30" 'This Plan anM is tno e.operly of Na engineer and mor nee pe ••• J. . - copied e, rens d-11,elr or in Pen, e.Cep,by company named 1 See Research Recommendation 1968 of the International Conference of Building Officials this elle block- i - 'Cl L1F.ESE898 11 3 A� r��D L 8 S.M. acuses -1 loch Yq''SnIP drill sa1P resp oraws '+'12 wand e. 9.M.sv--s" "oc. to p.mVro iab at: -In p1°- % I.P. with`4'g" dla. plo+ad s\aal w\\d -x mambo. \S/8' ;n. or Y4 }j Lock If / si.gq , l pnr panal, 'ph;\1;ps rad head o. aqua\ 24' + 5#agger ad In bawm oga•:n con r. o+sliy'Ph:llip5 er Planq ¢a. - - _ block k" -;n c ncr. aB S.M. acraws @ ach - - st Ona BSM.sc, w cc a a Ona BQcM.Sc raw -aSl ei a h panel I/ bolt 4•'I o 1 4" 2 oP Ilk* cora da1o:,1 4"1 ar Pa514 I Gro ck¢t. IP bolts A ,"I baa -I? WTuba a drain ho\n is -0-s m 2 e I I cul,wbsl:tuia bolts 1r \saga' brocknl E2 =P 44 bolts P.". 1 ----_O '1 8r ack¢t - lo Pasc;q, _q r'T-' Z'n- long 2 o P '/4" 1 i1 brockat belts 3•x2" I For ofhnr st ca¢ Poaf 4ltcrnn}a cennact;on 44"bel} I \42"pest antes;ls. CONNECTION DETA\LS }abc 4.00" 3.00" Z4' in� .20" ' .10• J .23' R.•.1 S" O o .30• 4.- R'.15• e Moi.,;0:.040"th;ck poly v;nyl chle.;da R, ,q p•• Rr.34'• T C -LITE PANEL m15" Rr.Ol'�-•� m r O•' 34" - 012.49" 1.34" 175'\,•n'�,;;C, •Mo}ar;w1� 3004"9, A.M. or ague\,.020;A28;.03f:,'t� 11" F< U1f73a.5 kci,Tans. Y.P.•29•Ska;, Compr. Y.P.•24.6 ks: ��`J"- el R.= M.11-ial+3004 H31 alum. o, -,-W, .0%8" -OQS 4rr:ck Ulf `345 ks;, Tnns. Y.P.•2q.5 ksls Compr. YP.+24.5 ks; pal SUPER S PANEL r F'r ..'..v` I.00• Lock lab °/4" 3.00•• .OBD" ,da .050' •675• •t•' II 1.315. 406376. IZIs ��- 'sac note Mwtar;al'4063T4 U\t•• 3o ksi, M;n.V.P.•25 ksi F ASCI A L Holes Por ab" bolts axcapl, uta 1\ 42"holes Por,"I spl;v. aA �, For anchor bolt. S;ngeln sol¢ Table G Br -k.# ood boN. I. po5t era- Sarna s ori }oP \ oP post• I 9"a14"a x'14;' �j 11 °•• ..� I Steal PL. �-ICD'• I Pw;nt Ona cos} rust r e;sl,enl P6-- and Ona Pinis\\ cew# oP anamn\. Atieehad type wn\y STEEL FOOTINC Shap. ie a tuba . O O Mwt nr; a\= 404176'\um. 6.25" 4.50" X3/ 1oq acraws @ c¢pi to 2 oP 31'.51 ana 3pnr aPV¢r Por \O psIspon ovar lb�2", r 20 pep pwnal span ovar g'•, -, data;ls. Fax1w boQ rd epl;onwl stag\ wharn a oaP i/g" log s- eernwf awch aP,ar. Ev:a,;�a Feaa;g,a-Ter ` "• 2 � be\i. Per i1aaC•w Faaaia ,4•I. GENERAL NOTES aP{ars Y"I boom 4 oP 91g" o• sort dais - 4 eP s'8"bo\is Por 4"I 24"o.c- sea daio;l 4�9 Vq"bo\4S O0P'•/2'bolts Cor 4.P slg•bo\\s 1. Alam. dns; \910 U0C. IOpsP a+ruciuras nhw\\wnCerm o. st-.ays- l -I Gwos+,crs tr wash s It. Ci,. 499n p eccr / Fasiana'rs aha\\ ba gw\v., cad. a\at¢d, or f4alR\ass sisal. \(I \lS,\S� • • g sa1P drill r % bba4l { e wtaiad Cores S.1A. acraws 1(\ %%%1 ascapt lnio ep P%.n\angoP pwL %,c I I I 3 Concrata m n. \'mesa. a r 5.2 c4)yd. l.5 gw\.I ak. 2 000'k naoras! posi \;n.. on 225S•2 • ��- :'[ EXISTING 1.90" 7T.-I.R.U." U1t U\tn30 k5;, M;-Y.P.= ks;. For-.maniwl 25 ks; For aero\\ post Ip. it use It ,ub ori• 0tm 2 iu\oas 142;11'/2" TUBE I1/2"xly2" TUBE , EaisIm, 2x4 or %-J.r board r.Ptars O24'e.c. sl. (KA., b° notc\\ad). 114'', 2 Wye- I I I I I I ' I Two 3/g" 99 " For 4" I turn I 1 bo\is I I sls 2ooP Y2?boll I I I I haovy dutT post I 4, So;\ wvaroga --pant sandy \eam,bawv:ng \000 psP, vert., Per," I I I I 1 b.wckni 9o• an411,111 - 200 psP post, Poo} 09 dept\,, hers, • 1r 1 sol. 4 oP y4•be\{a I I I I 14-V 5'or 3' J Hnav du{ st 1 I I to beam, 1 oP 3/B I L _ I Duty post 5. Eaeh, inn+ollaiton e+,a\\ bora' on idan}\Pyin9 ia9 g;v;ng the tuba �iJJ y y p° I I I I 5e posi, For I b,aapa}, oma and address oP mPg'r.,+h° approves\ nu mbar +ha design Plwnga kit Cor .120 Pascla lura livor \ood, wand \..a -a up\iQk WELDE\� TYPE pOSi I I I I bracket and ata I _-1 I 2oP s/g^bolts to L. Fasc�a sp\;4 ca• 40574,• obo• a -apt; anaiad. .1pL Iq" I Peec: o., 1 oP Lg" to post, SpV- is Pu\\ sM angt\" and may ba \oawiad ori any pain}. Turn brwckal, _ e\ts go•Qor l'I I I Facicn ie Pwsc\a ands vel\\, S oQ -\O S.M. 1S 24' \eng ,\scats acraws \", W'01s'; 23" Prem and ova' oP ap\ice. IP \ocwiad w;\h;n 2'-o" oP an lntar�or pos+, I I 2.5"er 9" Post •3'S steal .120" 3"x3"x.049' bracket O 9' er.040" 5p\:ca may ba 6" \Ong , use w col, o\ oP 4 eQ \O S.M. I I +uba. 4Jb;ng sora da4d.\ \�'` scr¢wa- slg•be\4 steal pos+. Ty p. ALTERNATE CO\ANEC CION DETAILS I. Eech V4•be\t ihra }t- top er bettern es the \4q eq. tuba °I -n+ oP the posi may to. rap\aced by 4 30• Par r I b.::.'� I eP m B S.M. scr nws,2 en awct, Pwca. 1199fi�- 2" r " $ For snow�avast the ml\etch is i • par Pi. For Fraaetwnding reo Ps the%- -.- slop is, Y2 par P#. nxeap} O .n snow oraws !his 1• p- Pt For 7.61¢ H strati arcs ^!] - For - Hol n Por n snow Or- use Vett and Pooi:ng si-S lobo\vied I I I full sirangihc•' 4ePY4" Por enc\ossa si-ti-as agwrd\roc oP wi\aih¢r 1 splice uaa bolls •°72" llk-k- is open Or enc\es¢d. F., T.\.\. C struc4uras 2 alum. C ,n snow oraws ra duce the posi spwca 10 2/9 e}' iha �:�"• - - = _ _ _ - - _ _ _ _ - 2.yo"ar3. o" tab \ i d aw\aa ;\t.oai ct.nnoP ng tt,a Qowting s;sol. B" For I "I BawmB oP I/2' 0. 11, For bawms. 9. Pelni all tl,aal wl\h'oral inh:bN:ng c hag. l" I. Maiar;el' 1004"34 Faying sur P-Iss eP dcsai-;lar maie\s shall bap ; tad. Pa.ab �P ;�: y '"w•. alum ., U\t; 95 kt,, shall ba atcha.d and cootad wit\, p etery baked enema\ Sa z �+M;n•Y. P.•281¢ng\h:1.60 10. Applicw4;ona s`no\\ ;nc\oda 2 prints o(" plot p\wn shew;ngLICE DETAILA" . �' POST BRACKET #ha part;w\ar ,lo:rc\ b. Ca tpos \- t spacing, prejac}irons 4 oP 42" boll,s alt. on }`na !rob\a . Par ,'i•4oPs/6 Ona .100"(.06\T6 - - - - Beam sacs sora fable. LE \.ops oP veep panels shq\\ ba ori bewrna COpa D; slwnea batwaan $ °\um. \eta 5x6 O 1 balks Por 4" I . to P\wn as oP upper wne\,1a b•m;n•,and caulk. p O H -C (alga pan al ,p 9 P Io bet5em oS knaa 4 Coniinoua 2.4 L�J For 4' I JLa .042' r I span). Raver panel varl,w,e cwhw\\ aqua\ Proni TO Ptar( aecurad ladgar Pa5tanad Met-iwl 4041T4 o1um. pla#a 3"sgvara 0 I 0 p-li overhang Peri bla H iypots. of wa1\), m;n, 4s% to ax;sting row\\ 30 " Long . ;4h q boll ho\at c' I Min. s\spa i'g par P1. m La sora Tab\¢ H op aavn overhang wiih V4' \oq scr. '✓'t" Prom sagas. - 1\opa42" par Pt. axcapl Por Table C iypas'V--j ba any \angth = Fe. lanewileah- @14"wc.te T -ALUM -C SPLICE - - - --- ct.°,:;',a•`. x5.alepar taaFa\a -- w Pana pa -strata solid . pa _ - -- - - - - - - - - - -- U 3.0^ ant nl rip conn. tea min.1h op ood m.mbar 2.15" mora. _ _ - - - En;is -s E- dat.:l ava war 2''m:n. _ 115" 5.0" -- - wbovn. 2..4 brwcat ®24' "alas '^`^• y� rLI�jIjII1II Maawrn ro'. to her ora ever w o . Paetanad ,o Por Z old Whara 3 or more ague\ 5ypans 11 0"mesa. to t Por 10 sP. 94• mean -Pi- w;th Y2 bolt Y4 bolts 125• ora Jtad, chis ^ \:ca a pos P 4 O ai way pent : !h¢ latarror spans• - aIF = a - Fer Twb\a 14'-0"max.\o peri Por 20 pt P. �.washars and to' Whan ucad ;k ;t ¢s{u;vw\an} to sp\;ca A - ladgar w;lh Ta ko Mwlar;a16043T6 w\um- Olhar w:sa \ocela vel\`n:n 4'-o"oP an k usa,"I Trip LGr;p Prom;ng UI}. -90 k51 W-1. P. ks: I'drw:n kola intarlor .4. M. 16 V' t n, Fwsdq� Penn\s sola !a6\n sora dais;\ _ anchors,MPgr. wham vagd. A\lnrnai spans she\p hwva no s 1;ca Mer E Per type ° EXISTING EAVE KNEE GRACE DET AIL rna �o: 2"x3" POST 6RACKET P Qth cknafa• a SPLICE DETta1L 'B" + 1.42500 .q8' 1.00" L 2. 15" 2.50•'er 3.00" ,� •1 £ .615" 3 o a� i•'.'/•..- Post O ON o a�5.•R "•'. s• O sa¢Twb1n N\ -C - f) ,, Bawm End a rl+ang lwbta C slruciur¢a .100• b0„ Ty p. - .068 Por Man. 307• o P posi pace. 2.50 uaa the Pastia " 1 N AOsO�th �k of ul 3\4" .062" O For tab\e H siructuras and plata oP }`na 4" or .\O q'Por ovar l,anggc s\.w\\ bn aqua\ to 1"I m = ell po;nic Par R, d 3A0" ¢act, o\i,cr. Post spat¢ a m uaa ,n \OpaP .062 Rh;ck snaT b\a A.OrC ° 040 straat. N s".s axnapt as ° °" FREESTAND\NG r� la oneiad. STRUCTURES O .04Z' Mwi nr;e\ ASTM A444 Vls 2 .250" 'Of1ly 0 ,04q• Stan\, Y.P.a 3, ksi Panels L-csith oPaitech -k, sora nota o, 1.00" Mwiar;a\•404376 a\am. Q.5 .` VTUR -01.1"ihick ¢xcapt a5notad. L25" U\t *30 ks;,Mln. Y.P: 25 ksi 6E OSlops 31&1 p.r Pi. _in. ' 4 des.2255-2. t $ ALTER. AjTACP+- STR\P. Malar;e\ 404376 a\am. ax�a 3.00" TUBE pi 'n 2nP 0 panew \` - - - - - - - - - - - - • 4' ALUM. I BEAM w taai'b , U1 t.'30 ks;,M;n.Y.P.•25 Ks; oras, 1" par Pi. m:n. proiaatlon a �- 9,s� SUPER 3 si-- O° --•j �?'°°"� a\ � �� e:• Qe� ; 1.00' IB6• �'I / 2.00 2.4s•^' 062° ATTACNMEIVT 51R1P orarhanq _ _ _ _ _ _ - - a cna lab\a Eto- >4' Malar;ol' ASTM A34 SisalIlr 11pj-' O O" Metaria\* 0 0 HEAVY DUTY POST M°t ar;a1 16OG3T6 o\um. 4°4974 120•• 4 In m Fosc,a FLANGE KIT •O, UIGa Z2 ks./Min. Y.P.• 14 kc\ 3, O Men. ovarhanq 907. oP I Beam AWNING RA\L5 w1\ow. posi spwca ear I AW IN RA1 booms, 407. Par 4° 0--P-V For oiha. poste vsn IP post 'n a\um. use 4,.%60. O soma breckal, E c\ser mathacr Iola t Mwtar;aY Siaa1 ASTM A44(o Mwi ar;a1: 606374 brockat wlthona y Pel^alum. U\l.=30 ks;, V4' bolt lkru -0-, 6 Its os a! n Min. Y.P. k.p ambaddad par#.en Lan ih oe ra' d Y.P. • 40 ks; tuba. S;ngla Poet `1"n2; oP pos}, vend \' above I4q or 8318' 3"x3 x•Qc)" '2S ksr I brockat wBh 2°t, v°" sora #ab\a I .P Y41, osrtt Pott E SQ. ST'L TUBE 2x3" "-� `.,w,\•, fl =d '"W tlota Whara the beam p 0rwek¢4 O SO- rig SINGLE o•e Post spore;nq - - wlda 2 u hi awry sora iebla H iQ beams 1 Loco$on eP bass ho\as P•9ort usad,tabla goihcrwlsa., is em;ttad nd posts a� 2YB spar# I I era p\¢cad ander }ha �, E I _::, as par data;\ ossambly q4' .Sb Paaesw use tq\o\a A • ;:'!. i •a a `l2" I - Los Angeles County Standard Shelter 25570 mm. t'• ornaman+gl pest,2 `Iq" Ph;\\ips-Rad I''•• 318 x9" " - 1.50„ ..055" I - - - -- See Research Recommendation 1968 of the International Conference of Building Officials ,,-v •� o,;e; Hned' or 3/p" Rowldri- (R.R.R04\).315" r - •14'R anchors or ague\ wpprovnd Per 440'- , _ 0 n-� Ha\at Por O = O �}� Ty F,. From ln•anlcs ol: C-THRU ALUM/NUM AWN/NGCO. -;lhdrewwl a"\,' M; ¢d q¢ dictanca2'' '.P •'_ ►¶u$i �e b°\i u\ m -�- N ROBERT W. HAUSSLER ATTACHED 8� FREESTANDING For e,nq\a pest Ona oP3/8 IFN"MIlos !'• O °; Rad Hawd or aqua\ app' -d Por - 1'dro;n hot¢ -`nava raq`d. REGISTERED STRUCTURAL ENGINEER b E.0 wUhdrowa\may bn tubsGVuiad' Sae lob\a'�J , Awee. kbesea Naau,nlitaeu, wNid of G%vmeie, Ibriee, IanKllliwia UBC PARTS DETAILS Sora Gan, noi¢2 sin 11255.11 2.00" Ibane. Aab0. Aaaedaa(a, AarrIW,Ms0i(ee, Reoorl N."a, en Roo- Malar;al•.055" 406374 sNa Nn Inver. Na U. Nn roll 01a, okW- aero, lem, Por max. pos\ spwc,ng. 5.00" veaonsrpre,eea+pexwaaoieewla,iq. 2109 CHERRY INDUSTRIAL CIRCLE PHONE E,.isiin s\ob mo NO used 1 d glum. Wt, -10 ks1, Attaehad +ypa on\y e e 4 Pingee Fraastand;ng or M;n•Y,P-25ks; Maiar;ol .\9"th;ekstaalYR.40Ks; hAM-al•.049'-000.5}cal '.STM aamrapel,r.r,.mRaou.nes "7017\ LONG BEACH CALIF. 90805 (213)774-2560 ona;V- f -pp--d by 6u;\d;nq Opp;.;M. Ai iachnd. A44fD Uroda L 40 ks\ Y.P. _ Atlaahnd type 0n\y. s --1r.5. I/2' POST 3"HEAVY DUTY POST o••-" •• , R 1 O (DO" x 3"SQ. POST asci= nab -ierel'y a, i,ymen. es q braoinOmP•m Nmeed - 2-8- /�1 i� OUREC) F0071NG EXISTING SLAG POURED FOOTING BRACKET BRACKET fnthis tiaemocs. 2255- • 1 Material: 6063 T6 Alum, HEADER 2.00" O � O O S — O Material: Extruded 6063 T4 Alum. SURROUND l i-- Header Note: A I"x 2.125' heodar ma be substituted if post cre ins oiled .per dwg5.1692-10,1693-20and 1803. • _ Mo x.widihofccreenpanels,'4'-O" except those. over 9'-0" high Sa:"iobla for max. shall not exceed 3'-6" width.i mullion spacing. . I Corner post of header stock, or 2 surrounds. - Proj (mox.l Including Overhang OI Mullion Spacing Cmax.) .O Refer. ce Dwgie.for Roofdetails. rDoor) i _ i fscreened>< O Surround All panels Kick plate �! 22'-3` .062" 0 10 1692-10 ' c O'-2" 4'-0" v 1693.20 14' - 0" ar 3' -6" 20 169320 I71- O" 3-0" s 20 O 10'-O" O 3'-6" 30 18,6.3 1'-o- 3'-O"'. 3o 18103. 10'- O" O'-2" 3'-0" 40 1803 Material: 6063 T6 Alum, HEADER 2.00" O � O O S — O Material: Extruded 6063 T4 Alum. SURROUND l i-- Header Note: A I"x 2.125' heodar ma be substituted if post cre ins oiled .per dwg5.1692-10,1693-20and 1803. • _ Mo x.widihofccreenpanels,'4'-O" except those. over 9'-0" high Sa:"iobla for max. shall not exceed 3'-6" width.i mullion spacing. . I Corner post of header stock, or 2 surrounds. - Note: Screen ponels may be used in pace of posts for projections listed in the table on this sheet. F'orgreoier projections -install ppoeaddr as shown ts and hoin drawings 1692-10, 1693=26 and 180.3. ,The loiter system may also be used in cases where the screen frames ore removable. Porte details see FRONT ELEVATION- "—drg. 16 JO.. _. SurroundI I I(4�1 asten header la C-Thru Structural • II.c, or to fascia wilh3g6 bolts or S12 S.M. screws &- 24" o.c. in special sockets, see Surrounddetaii.hc bolts, screws or rivets @18"o.c.(near f far side) �iG' alum bolts @ 24"o. c. Expansion bolts shall be 1I" Phillips orequalexcept TYPICAL MULLION ihoi if posts are used fo support ihe'alructure, expansion bolts may be 2 of 12 xl" S.Mscrews !g'nylon shields. One bolt 'seea Surround sockets, de}aWl, _ L ateachend of Surround, Sur�1� _ lribalum. bolts dD2A'o.c. li � I1 I l -4' A' d •' ..:. d• . 4 . p: :n • .a A.. •. A'. 4 4 4. A ]%2 concrete slob DETAIL OF SCREEN FRAME USING EXTRUDED SURROUND 316 bolts, or�12 S.M. screws Header (seedetail) 3,16• bolts, zcrews or rivets sided a , Surround (see defoil)' TABLE I PROJECTION AND -LIVE LOADS I Proj (mox.l Including Overhang Panal Ovarhang (max) Mullion Spacing Cmax.) Header Refer. ce Dwgie.for Roofdetails. rDoor) i _ i fscreened>< 2'-O" Surround All panels Kick plate a 22'-3` 5'-3' 3,'-6' 10 1692-10 ' 11`-O" O'-2" 4'-0" 20 1693.20 14' - 0" tL--Jl 3' -6" 20 169320 Note: Screen ponels may be used in pace of posts for projections listed in the table on this sheet. F'orgreoier projections -install ppoeaddr as shown ts and hoin drawings 1692-10, 1693=26 and 180.3. ,The loiter system may also be used in cases where the screen frames ore removable. Porte details see FRONT ELEVATION- "—drg. 16 JO.. _. SurroundI I I(4�1 asten header la C-Thru Structural • II.c, or to fascia wilh3g6 bolts or S12 S.M. screws &- 24" o.c. in special sockets, see Surrounddetaii.hc bolts, screws or rivets @18"o.c.(near f far side) �iG' alum bolts @ 24"o. c. Expansion bolts shall be 1I" Phillips orequalexcept TYPICAL MULLION ihoi if posts are used fo support ihe'alructure, expansion bolts may be 2 of 12 xl" S.Mscrews !g'nylon shields. One bolt 'seea Surround sockets, de}aWl, _ L ateachend of Surround, Sur�1� _ lribalum. bolts dD2A'o.c. li � I1 I l -4' A' d •' ..:. d• . 4 . p: :n • .a A.. •. A'. 4 4 4. A ]%2 concrete slob DETAIL OF SCREEN FRAME USING EXTRUDED SURROUND 316 bolts, or�12 S.M. screws Header (seedetail) 3,16• bolts, zcrews or rivets sided a , Surround (see defoil)' TABLE I PROJECTION AND -LIVE LOADS I Proj (mox.l Including Overhang Panal Ovarhang (max) Mullion Spacing Cmax.) Live Load psf Refer. ce Dwgie.for Roofdetails. 19'-0" 2'-O" 4'-O" 10' 1692-10 22'-3` 5'-3' 3,'-6' 10 1692-10 ' 11`-O" O'-2" 4'-0" 20 1693.20 14' - 0" 0'-2" 3' -6" 20 169320 I71- O" 3-0" 3'-O" 20 1693-20 10'-O" 0-2" 3'-6" 30 18,6.3 1'-o- 3'-O"'. 3o 18103. 10'- O" O'-2" 3'-0" 40 1803 tp co Parts details see dwg,1690. 11IM111M END ELEVATION a �16`bolt or S.M. S.M. screws 012"o.c 'Header (seedeitgil) 316 bolts, screws, or rivals See table for max. ponal ovarliong. @ 18"o.c (boih'sides). Surround (see detail) Roof structure see'dwg4.1692-10, 1693-20and 1803. HEADED CONNECTION DETAILS - e k � b b Saa labia for mux. mullion spacing. 8(j- A)INGlJ l-M.E, GENERAL NOTES T 1) For malarial specs, sea dwe's. 169Z 10,m '' % 1693-20, 1803 0. r 1690. See front tendelevotio "1 for additional inforoilon.. 1 l :/ VIE Los Angalas'' County Refeeie�a6pIon -W-118 Data OCT. 1467 See ResearchiRecommendotion Sof Interncitioncil Conference 'of Buildinq Officials' From the office of ROBERT W. HAUSSLER C-THRUA/uminumAwningCo. REGISTERED STRUCTURAL ENGINEER 2109 Cherry Industrial Circle,Long Beach,90805 Tele.774-2560 Alaska, Arizona, California, Connecticut, Florida, Hawaii, Illinois, Indiana, Maine, Massachusetts, Michigan, Missouri, Nevada, New Hampshire, New Mexico, New York, Ohio, Oregon, Texas, Vermont, Washington, Wisconsin, and Wyoming. SCREEN ENCLOSURE 3017 W. Burbank Blvd., Burbank, Calif. 915M 312.5107 This plan sheet is the property of the engineer and may DRAWN Br' J. H.F.A"" g B`'' DRAWING 01 UN not be copied or reused entirely or in part, except by . W- 7'12-67 W. %a+5kAX4-�Y 1808 C-THRU A/amhmm Awn/ng Co. I REVISED- T - 27-67 CALIF. SE69e GENERAL NOTES FOOTING TABLE o 6 5 Post Spacing, max.,ft. 6 T 8 0 u Foofing5ize,lnchae(5hope is cube) 8' max. 16 17 118 19 20 9= o" 17 10'-o" 18 19 19 20 20 21 22 21 22 II'_ O' 19 20 21 22 22 12'- O' 19 20 21_ 22 13'- O" 20 21- o a0 14'-O' 20 21 22 -O" 1''-O" 20 22 22 6'- 5" S-10" I6' -O' 21 22 23 Mexico, New York, Ohio, Oregon, Texas, Vermont, Washington, Wisconsin, I6' -1o' 21 22 5##*41 ATTACHED U.B.C. GENERAL NOTES " 'P05T I r- SPACING TABLE Maximum the sides being enclosed to post line. Panel c5+ructure T. pe Ca 4. Soil: Compact sand,hord or medium sfiff cloy,orcompact mixtures ofsond cloy or silt. Actual Bearing 673 psf. See oleo note 10 on drowinq 1690. 151. 14'- 4"Foscio(wiihout beam) 1471 Boom 111itherBeom 15,X2,15dorn 0 Co. Foradditionol specifications and parts details see drowing 1690. 31- 6" 16' Poe+ T pe' p o O C �t Ornamental Single 2"x 3" 5fngle2"x3` Ornomen+ol Single 2'x'2 o a0 do t Allowable Post 5pocing -O" O' -O' (0'-0" .020' 6'- 5" S-10" Arizona, California, Connecticut, Florida, Hawaii, Illinois, Indiana, Maine, Massachusetts, Michigan, Missouri, Nevada, New Hampshire, New 25 psf PATIO STRUCTURE bracket will be outside Mexico, New York, Ohio, Oregon, Texas, Vermont, Washington, Wisconsin, 4' GENERAL NOTES 1o'. I. Live load 25 psf,wind ho6z;.l5psf,uplift wind load 18.75 psf. I r- 2. Enclosure : Wind resistance calculations are based on Maximum the sides being enclosed to post line. Panel 3. Aluminum design per Alcoo'60 Handbook with F. 5. 1.85 on yield . (see detail). Span 4. Soil: Compact sand,hord or medium sfiff cloy,orcompact mixtures ofsond cloy or silt. Actual Bearing 673 psf. See oleo note 10 on drowinq 1690. 151. 14'- 5. For use as a residential or commercial roof structure. •028" Co. Foradditionol specifications and parts details see drowing 1690. 31- 6" 16' 7. For calculations gee 1699-o thru c 4. 1690-a thru n . 8. Slope:'/87N.for proj.l0'orless, '/4"forproj. more than 10'. Note : This is a 5fruciural requirement. 9 Aluminum 5urfocee in confact wifh•ploeter,concrefe, m000nry, or steel shall be pointed except that where sfeelis 5toinles-5,golv.orcod. plated, point maybeomitfed 51ope :'/8'/ff. for proj.10'or less '/4'/f{. for proj. more than 10%, Projecfion (see+able)-,, Panel span (see table ) Panel overhang 4'1 header boom as detailed on 1690 (no. header beom is required for styles tabulated wifh°ponel overhang* of 0- 0"5ince the foscin ocis as a header). Ornamental pa5+(2of I'/2'di tubes) or Single post (2x3'x.075"rectangular tube ).5ee details on dwg. 1690. 3'-10" 1 6'-10" "._9. 4--l" 4,-9x 4,-7" 4' 4' Length of ottnchment shall be equal to or greater than the proj. except that for structures enclosed per general note "2 and attached along only one edge the minimum length shall be 1.2 times the panel spon. 5up er SPwn retnel ` (F f'e rit* ZOS;