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066-180-007
66-18-7 Wilbur Anderson 10 Barat Ct.,-lot 132; CC#3,-Magalia� contr: Triple "S" Custom Hm, Baradise Permit #1906-78B,P,';E/M(new single family) 066b 180 007 PERMIT#97-1907�2 } BOZOKY;John`= 6480;�Barat, Cts: , 1 1. ala f Reroof;Windo`ws `&'Siding/SF" 066=180=007 '_«,u PERMIT#98-0366 ;. BOZOKY , '' JOHN'''&;.VERA ' .6483 BARAT:COURT,-MAGALIA „'• CONT: SIERRA •MOBILE,SERVICE ; - ROOF, - OVER"' EXISTING',,DECKF�jJ�G 712i' f r • 1. 66-18-7 Wilbur Anderson 10 Barat Ct.,-lot 132; CC#3,-Magalia� contr: Triple "S" Custom Hm, Baradise Permit #1906-78B,P,';E/M(new single family) 066b 180 007 PERMIT#97-1907�2 } BOZOKY;John`= 6480;�Barat, Cts: , 1 1. ala f Reroof;Windo`ws `&'Siding/SF" 066=180=007 '_«,u PERMIT#98-0366 ;. BOZOKY , '' JOHN'''&;.VERA ' .6483 BARAT:COURT,-MAGALIA „'• CONT: SIERRA •MOBILE,SERVICE ; - ROOF, - OVER"' EXISTING',,DECKF�jJ�G 712i' f RESIDENTI' �z 4 PERMIT NO. PERMIT EXPIRES' 066-180-007''_ _PERMIT#98-0366 Y BOZOKY, JOHN & VERA OWNER .6480 BARAT_-COURT,...MAGALIA., - CONT: SIERRA MOBILE SERVICE CONTR. ROOF OVER EXISTINGDECK ASSESSOR PARCEL f LOCATION t 76 0 'r 0(l?� u� • i ' i y i` . A t i l� f' t l Temp. Power Pole t' Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E � v LG t JOB FINALED (Date) Signature V=OK O = Not OK `=NottRepaldyble MOBILE'HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Seaver L.ocaWrrTest•Fall-CAD-Concrete ' 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gimd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /'LIL / /Nat. or/ /"L tL/' /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-DemancWalve•Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS VERS, CARPORTS, GARAGES lana OK except #'s i equirements-Setbacks-Easements tings; SoilsSize-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists- ecking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracng 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-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. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/3 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = NotOK - = Not Applicable = Not Ready RESIDENTIAL_Pngle & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftq., Main; Soils-Elec. Gmd. / P Ftg. Depth Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roll Brac: Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic • 59. Shear Walls; Nailing -Bolts 60, Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Cana B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, AirSonector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive Q Yes Q No/Walks Q Yes Q No/Planters Q Yes Q No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ / Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ /Fig. Depth 5. Stemwalls, Main;'Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UP Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor BoltsJoists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roll Brac: Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic • 59. Shear Walls; Nailing -Bolts 60, Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Cana B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, AirSonector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive Q Yes Q No/Walks Q Yes Q No/Planters Q Yes Q No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: r-1 L COUNTY OF BUTTE -DEPARTMENT OF DEVEIrQPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, SCalif6rnia 95965 - Telephone (916) 538-7541an ���ERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT o ASSF•$$O;P'Tk!� !`107 l �J zO '" 1 BUILDING PERMIT OWN�EJR(� JOHN AND VERA BOZOKY TELEPHONE SQ. FT. OCC. BUILDING VALUATION 24ns C. 3126 OWNER'S MAILING ADDRESS c°�1kt� 6BILE SERVICE TE 877N t3575 c°N °61�s �,M7PARADISE, CA 95969 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 40 95 BLIILgN 83REB ARAT COURT, MAGALIA Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Ek Duplex ❑ Mobilehome ❑ Other SPECIFY_ Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: TNSTAT,T, METAL COVER ROOOF OVER EXISTING DECK 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 Filing Fee 20.00 600V 0 R LESS Main Service 20.AORL:SS 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 f II force and effect. O 3 O G License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONs. ( 8 ACC. BIDS. SO 3.5¢FTNEW COS. NON -R SLOT ANC' CIRCUI @7.50 POWER APPARATUS a SINGLE 011rLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL @ .50 FPPI Ex. Occup. OUTLETSRESIp°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 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 F MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number YK - q -7 zikt Cf Z (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _&��c' t-141 (/��t' Date 3L_ / Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST.TYPE �� • 95 TOTALFEE$ 7not l.Al! . FES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ate / cS By 311 PERMIT EXPIRES ON J D to Receipt No. 889 WHITE -D. -B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) F ' COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Center Drive - Oroville,' California 95965 - Telephone APPLICATION AND PERMIT BUILDING DIVISION (916) 538-7541 PERMIT NO. 9y-0 S&,�q ASSESSOR PARCEL NUMBER -- JIR-00 ZONING l21 BUILDING PERMIT OWNERSDkr%,A1 V'e c` 130:5oL4 TELEPHONE 'SO. FT. OCC. BUILDING VALUATION OWNER'S MAIUNG ADDRESS C -f- cL.1+ w 9 595 a o,s �3 1 a 150 CONTRACTOR'S NAME ELEPHONE -77 56-75 .• CONTRACTORS MAILING ADDRESS 1 S CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ( 02 (o s c7 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ (p 0-0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee BUILDING ADDRESS Lq 3 4- C 1- Energy Plan Checking Fee $ 0. t $ PERMIT FEE $ 1 , LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ /Remodel ❑ Utiliitties ❑ Installation Other ❑ Describe Work: GNS�G (, /hi p�T'iL G'©V _e /Qo (7 5 �/ N 4 r.( 2G �c Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service x�oonoA�ss 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.PSIOWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A To 1000A 46.00 NEW CONST. DwEuaNG occuP. OR ADDNS. ( a ACC. BLOC. so 3.50FT; T. NON-REOSID. MULTI.OUTLET @7,50 APPARATUSOURET d NGLE CIR. Ex. Occup. OUTLET OR FD(TUREs 20 @ 1.00 BAL o .50 Ex. Occup. O.FlxD A= oR._ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ 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 $ a 3 5 HAZ. D. FEES IMP ROOD !OF _ PARCEL. _ Po HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By - PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. '7' , 9p Date ( QQ 0/ (04t.) ReceiptNo. 2_ 5 ) S g c[ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE- DEPARTMENT OF DEVE40,PMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTEKDRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: VC- C ASSESSOR PARCEL NUMBER: L6- /5?- O o 7 Proposed Building Use: / Building Inspector: /L/S_ Date: 73- 1/- 9 At time of permit app cation, I was advised the following data must be submitted prior to permit processing and/or issuance: d Date Received By ®'I. All items have been submitted.------------------------------------------------------------------------------------- El 2. Plot plans, .3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------- ------- E16. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. --------------------------------------------------- 7------------------------------------ ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- Ell 7. --------------------------------------------- ❑17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required Request to Building Inspector on - (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 024. Letter of signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement.-------------- E126. ------------ ❑26. Letter of intent, on building use. ---------------------------------------------- ❑ 27.' Manufactured Home utility clearance. --------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. other: Whou issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone 37 -76575 and hold for pickup at �Q 0 �I `e office. ❑ Deliver with inspector. Applicant: - Date: l 1 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution, Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Index permit application for the above items numbered: 2. Additional items required: ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divi i n counter, by Da Plans reviewed by: Date: Plans approved by: [ _ Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. WU was O� µy � s ---- J doh S%A � o qo �e �►n0 Cy �JT IVA 00 J'7 VOI- I lea v' v 7c I \� �r +lit 14,0 N,7QV 1 :g h q `"TTnEl vasoga j, a -%.rt ; t rpAwsn pouToedE atn so; pegTs0sa.� Nt3P ooag lqgTM GOUTPa000,V Orr STN:RION GENERAL NOTES 1. DESIGN IN ACCORDANCE WITH THE UNIFORM BUILDING, CODE 1991 EDITION. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 28 OF THE UNIFORM BUILDING CODE. 3. EACH BUILDING PERMIT SHALL BE ACCOMPANIED BY TWO COMPLETELY DIMENSIONED PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED STRUCTURES. 4. DESIGN LOADINGS: A. CHAPTER 49 PATIO COVERS: UVELOAD:' 10 POUNDS PER SQUARE FOOT 20 POUNDS PER SQUARE FOOT 25 POUNDS PER SQUIRE FOOT 30 POUNDS PER SQUARE FOOT 40 POUNDS PER SQUARE FOOT 60 POUNDS PER SQUARE FOOT WINO LOAD: DESIGN BASED ON METHOD 2 (PROJECTED AREA METHOD) 70 MILE PER HOUR WINO SPEED -WIND PRESSURE = CO- X 10 POUNDS PER SOUAREF00T = 13 PSF 80 MILE PER HOUR WIND SPEED -WINO PRESSURE = CO- X 13 POUNDS PER SQUARE FOOT - 16.9 PSF 90 MILE PER HOUR WIND SPEED -WIND PRESSURE = CO- X 15 POUNDS PER SQUARE FOOT = 19.5 PSF • CO FACTOR = 1.3 HORIZONTAL ANY DIRECTION PER TABLE 23-H UPLIFT: DESIGN BASED ON METHOD 2 (PROJECTED AREA METHOD) 70 MILE PER HOUR WIND SPEED -UPLIFT PRESSURE = 10 POUNDS PER SQUARE FOOT = 10 PSF 80 MILE PER HOUR WINO SPEED -UPLIFT PRESSURE = 13 POUNDS PER SQUARE FOOT = 13 PSF 90 MILE PER HOUR WIND SPEED-UPUFT PRESSURE = 15 POUNDS PER SQUARE FOOT = 15 PSF B. COMMERCIAL STRUCTURES: UVELOAD: 20 POUNDS PER SQUARE FOOT 25 POUNDS PER SQUARE FOOT 30 POUNDS PER SQUARE FOOT 40 POUNDS PER SQUARE FOOT 60 POUNDS PER SQUARE FOOT WINO LOAD: EXPOSURE "B": 70 MILE PER HOUR WIND SPEED - WIND PRESSURE _ 10.16 PSF FOR HEIGHT LESS THAN 15 FOOT. 10.97 PSF FOR HEIGHT GREATER THAN 15 FOOT AND LESS THAN 20 FOOT. 80 MILE PER HOUR WIND SPEED - WIND PRESSURE _ 13.22 PSF FOR HEIGHT LESS THAN 15 FOOT. 14.28 PSF FOR HEIGHT GREATER THAN 15 FOOT AND LESS THAN 20 FOOT. 90 MILE PER HOUR WIND SPEED - WIND PRESSURE _ 16.76 PSF FOR HEIGHT LESS THAN 15 FOOT. 18.12 PSF FOR HEIGHT GREATER THAN 15 FOOT AND LESS THAN 20 FOOT. WINO LOAD: EXPOSURE "C": 70 MILE PER HOUR WINO SPEED - WIND PRESSURE _ 17.36 PSF FOR HEIGHT LESS THAN 15 FOOT. 18.51 PSF FOR HEIGHT GREATER THAN 15 FOOT AND LESS THAN 20 FOOT. 80 MILE PER HOUR WIND SPEED - WIND PRESSURE _ 22.60 PSF FOR HEIGHT LESS THAN 15 FOOT. 24.09 PSF FOR HEIGHT GREATER THAN 15 FOOT AND LESS THAN 20 FOOT. 90 MILE PER HOUR WIND SPEED - WIND PRESSURE = 28.66 PSF FOR HEIGHT LESS THAN 15 FOOT, 30.56 PSF FOR HEIGHT GREATER THAN 15 F007 AND LESS THAN 20 FOOT. UPLIFT: EXPOSURE "B": 70 MILE PER HOUR WIND SPEED - UPLIFT WIND PRESSURE _ 9.37 PSF FOR HEIGHT LESS THAN 15 FOOT. 10.13 PSF FOR HEIGHT GREATER THAN 15 FOOT AND LESS THAN 20 FOOT. 80 MILE PER HOUR WIND SPEED - UPLIFT WIND PRESSURE _ 12.20 PSF FOR HEIGHT LESS THAN 15 FOOT. 13.19 PSF FOR HEIGHT GREATER THAN 15 FOOT AND LESS THAN 20 FOOT. 90 MILE PER HOUR WINO SPEED - UPLIFT WIND PRESSURE _ 15.48 PSF FOR HEIGHT LESS THAN 15 FOOT. 16.72 PSF FOR HEIGHT GREATER THAN 15 FOOT AND LESS THAN 20 FOOT. UPLIFT: EXPOSURE "C: 70 MILE PER HOUR WIND SPEED - UPLIFT WIND PRESSURE _ 16.03 PSF FOR HEIGHT LESS THAN 15 FOOT. 17.09 PSF FOR HEIGHT GREATER THAN 15 FOOT AND LESS THAN 20 FOOT. 80 MILE PER HOUR WINO SPEED - UPLIFT WIND PRESSURE _ 20.86 PSF FOR HEIGHT LESS TEIAN 15 FOOT. 22.24 PSF FOR HEIGHT GREATEN THAN 15 FOOT AND LESS THAN 20 FOOT. 90 MILE PER HOUR WIND SPEED - UPLIFT WINO PRESSURE _ 26.46 PSF FOR HEIGHT LESS THAN 15 FOOT. 28.20 PSF FOR HEIGHT GREATER THAN 15 FOOT AND LESS THAN 20 FOOL. hGVAN4th � ��.� yam' D�iE RE',•S!C1 IIII r D,v� o Doc raeKara ha%rn I..1< �.1 11651 O011af Park.07, Suite 310 1. 75240-7.70 N0. 13857 m'Q G RD' G Dana.. .xp 3-31. 7 f �r P F B, AL A N ORT NO. 2621P OF CA0(0 A. -. ONE GENE OMPONENT PARTS + ,5/J1/91 H3ER 350Q� - OF 16 t�1 �• ' Rice Qv,OiESS/pti N 0- CKAlUNAN a 34971 BRUCE 0. nndfl .y f1A1kp/ CWHALZ Ic Rig J✓�µE 'rlFR[D fNGSd dJf7ji of N`J'O'� .� f-Imfto SQA N tE Oi I r✓t�•r..........'�t c! MGIN(f /y� �,Ar f.StATE pA,•., .�'� 11779 �JL.�-L.�_.1 �. N�'�' :6267:r LICE 0.CHALLMAN i `•..1fy M`1 ?7. �Y of p9 35087 E�`�C7 Q�Q r�ru� v�A, +f 100.11 •c{ � E cSS/ONALE "ONAL L GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) NOTE: EXPOSURE '9' HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARITIES 20 FOOT OR MORE IN HEIGHT COVERING AT LEAST 20 PERCENT OF THE AREA EXTENDING ONE MILE OR MORE FROM THE SITE. EXPOSURE 'C' HAS TERRAIN WHICH IS FLAT AND GENERALLY OPEN, EXTENDING ONE-HALF MILE OR MORE FROM THE SITE, IN ANY FULL QUADRANT. 5. CONCRETE MIX: 1 TO 2 1/2 TO 3. 7.5 GAL. WATER PER SACK CEMENT. Fc -2000 PSI 28 DAYS. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE TYPE COLUMNS ARE NOT ADVERSELY AFFECTED BY A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL. 7. ALUMINUM BOLTS TO BE 2024-74 B. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. CHAPTER 49 PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES. -9. FREE STANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MATTER 10. STEEL BOLTS SHALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OF HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED AN BOLTS. - 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 14. EMBEDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES 15. CHAPTER 49 PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SI,8 WITHOUT FOOTINGS WHEN THE COLUNM LOAD IS 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6' OF COLUMNS. COLUMNS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. CONCRETE SHALL HAVE A MINIMUM COLIPRESSNE STRENGTH OF 2000 PSI AT 28 DAYS. 16. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH CHAPTER 49 OF THE UNIFORM BUILDING CODE. 17. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. 18. PATIO STRUCTURES MAY BE ENCLOSED WITH OPEN MESH INSECT SCREENING AND REMOVABLE TRANSLUCENT FLEXABLE PLASTIC OF NOT MORE THAN 20 MILS THICKNESS OR OF 1/8 INCHES RIGID PLASTIC SHEET. FOR USE WITH SINGLE SPAN STRUCTURE ONLY, UNLESS OTHERWISE NOTED. 19. SCREEN ENCLOSURES DESIGNED FOR LATERAL LOADS PER DESIGN LOADINGS FOR CHAPTER 49 PATIO STRUCTURES. 20. THE 25, 30, 40, AND 60 POUND PER SQUARE FOOT LNELOAD STRUCTURES ARE DESIGNED LATERALLY FOR WIND LOAD AND 1/2 THE SNOW LOAD ACTING SIMULTANEOUSLY. 21. STRUCTURES MAY BE ATTACHED TO RAFTER OVERHANGS PER SCHEDULE, 22. PATIO ENCLOSURES MAY BE ATTACHED TO 3.5 INCH THICK CONCRETE SLABS. 23. PATIO ENCLOSURES MAY BE USED WITH AN IN ACCORDANCE WITH STRUCTURES APPROVED FOR ENCLOSURES. 24. SOLID WALL PANELS SHALL COMPLY WITH AN I.C.B.O. ES EVALUATION REPORT ' 2x 25. SOLID WALL PANELS SHALL BE IDENTIFIED BY DECALS AT ONE END OF 4' X 8' PANELS GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, PANEL TYPE AND I.C.B.O. ES EVALUATION REPORT NUMBER. 26. FULL HEIGHT CORNER PANELS WITH A MAXIMUM HORIZONTAL DIMENSION OF 16 INCHES MAY BE USED AT EACH END OF AN ELEVATION, SUBJECT TO THE REQUIREMENTS OF GENERAL NOTE NUMBER 28. 27. WHERE ENCLOSURES ARE REQUIRED TO BE LEFT OPEN UNDER SECTION 4901 OF THE APPENDIX TO THE UNIFORM BUIDINC CODE, THE MINIMUM OPEN AREA OF THE LONGER WALL AND ONE ADDITIONAL WALL SHALL BE 65 PERCENT OF THE AREA BELOW 6'-B' OF EACH WALL MEASURED FROM THE FLOOR. 28. PATIO ENCLOSURES ARE DESIGNED IN ACCORDANCE WITH CHAPTER 49 OF THE UNIFORM BUILDING CODE. 29. PATIO ENCLOSURES SHALL BE USED ONLY FOR RECREATIONAL, OUTDOOR LIVING PURPOSES AND NOT AS STORAGE ROOMS OR HABITABLE ROOMS. 30. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH OISS:MILAR METALS, OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL OR ABSORBANT BUILDING MATERIALS. LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FRYING SURFACES SHALL BE PAINTER OR OTHERWISE SEPARATED IN ACCORDANCE WITH U.B.C. STANDARD 28-1, SECTION 28.107(1)(2). GENERAL NOTES FOR LATTICE STRUCTURES (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 35017 do 35018) 1. SEE OWC. NO. 35003 SHEET NO. 1, SECTION 4A FOR LNELOAD AND WINDLOADS. A. UPLIFT BASED ON METHOD 2 (PROJECTED AREA METHOD) 70 MILE PER HOUR WIND SPEED - UPLIFT PRESSURE= 7.5 POUNDS PER SQUARE FOOT - 7.5 PSF 90 MILE PER HOUR WIND SPEED - UPLIFT PRESSURE= 11.25 POUNDS PER SQUARE FOOT - 11.25 PSF 2. UPLN LATTICE STRUCTURES SHALL NOT OC ENCLOSED. STRUCTURES WITH 1 SOLID ROOF SHEATING MAY B,g ENCLOSED. r. , . • 1+v,•., �`- , - pcT" wS!OVS 1��q�VALUMAX �,��: ., r >� of Wmar TabicaM /rabrtAlx. •.'1r,: .� 1651 Dallas Part. Smb SSO BUILDING PRODUCTS INC. Doll,,. N. t52ro-tae Ecp-31- AJF ICBO ES EVALUATION REPORT NO. 2621P L P�aIGENERAL NOTES, COMPONENT PART'' OFCAL\E, NONE •;,;,: + CONNECTION DETAILS. 5/31/91 � 3Ea 35003 M OF 16 NEC, Lk0• x'17 Q�OfESS/pN �►J► ems v � �' saucE sa OJ �f�1�A:� � O '�! L� �� _ � O.. N o. �� Z W N•. 6191 Z t�1w+2w CFUILLAMN „ • 34971 ►- BRUCE IL cs Z,�1 W pwrEOR "' CIUIWAN Z t ♦ R r r V �+r.,,• .. - µ�cl. 'S Duo �+W� Wd tivll �� of Mr'p/ :6267. r E CNS t0 % \ � p. CT1gr t� f c �r w..aHu h �t : K m MA BRUCE D CHALLMANf p 44 p 5508) W i A mss �C/STERE `rW ° IEQn»4� SSbNALE`� ' r11��r FOR STEEL PANEL* S6r ASTM A 446 GRADE E St 8' Ra 2 R= .15' 1.0' 30 FOR STELA PANEL R= 0.22• 0.95 0.9Y Fy- 80 KSI SEE OUIS1D 1 'f QALY' I INSIDE ~IiYP. •6 t=0.0157' AS1M �R/•.12j' NOTES BELOW �r 1.903'+ R= 0.15' T4_SO' _ .216' TYP. t ' 4� 55" ��[.Cf iSOG19 E *If 0.3(l O.JS^ �� I I 187' r I 2.464- 2,151 .464' j 1 f 3.(l + 16r t.854" r \ 1.714' 876' 1I �I 1ti\ R- 0.20r i 2.25 +1. S / II 47 1 �• 5 7 2.>/ IfI6T "'•'.,' I s 6.g5 11.137' --k ��� �Il.� f TYP. 30 CA CALV 7-0157 ALLOWABLE STEEL PANEL SPANS R= .125 '-IIY7PP CHAPTER 49: 10 PSF 70 16'-0' + 20 PSF 70 130". 70 + 90 MPH 6.00' COMMERCIAL: 20 PSF 10 13'-O' ALL EXPO 'Er 70, 80 + 90 MPH R=15' TYP.I.d f AND EXPO 'r 70 + 80 MPH WINO SPEED FLAT PAN 20 PSF 70 12'-6' FOR EXPO "C" 90 MPH W.S. . 26 GA GALV T-.0187 ALLOWABLE STEEL PANEL SPANS 18.00• TV. TV. ® 6" STRUCTURAL PANEL CHAPTER 49: 10 PSF 70 20'-9' 70 + 80 MPH: TO 20'-6' 90 MPH W.S. 20 PSF TO 15-1-.70, 80, + 90 MPH ALLOWABLE STEEL PANEL SPANS: (3006-H391 ALUM. ALLOY) COMMERCIAL 20 PSF 70 15'-1' ALL EXPO 'EF 70. 60, 4 90 MPH 'C' CHAPTER 49(ONLY) - 10 PSF TO 11'-9" - 70 + 90 MPH WIND SPEEDS OR EQUAL. AND EXPO 70 + 60 NPH. 20 PSF TO 14'-4' FOR EXPO 'C' 90 MPH W.S 20 PSF TO 6'-3" - 70 + 90 MPH WIND SPEEDS STRUCTURAL ® 12" STRUCTURAL PANEL 3006-H391 ALUM ALLOY) PANELS + TYP. 18" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) 0.016 ALUM. 3003-H14 ALLOY - DECORATIVE PLATE CONNECTION 0.016 ALUM. 3003-H14 ALLOY - DECORATIVE PLATE OETAI 1 3/4. 7YP 1t 6 OD FASCIA MAY BE PAINTED WITH 4 oz./S0. FT. RAPID ROOF ACRYLIC A Oi+sen d Hem Tabiald AoAxb�k. PAINTED WITH 4 TING P Fl. RAPID ROOF ACRYLIC COMM ROOF COATING PER NATT89. 1 7/6 Rp f / - 7 TYP. -I 13/16' - D."°'- 1.. 75240-7478 - USEDHWITHEADER LATEX ROOF COATING PER NAT'L EVALUATION COMMIT. REPORT NO. NER-169. MAY BE SPRINKLED NONE 0o PA 1GENERAL NOTES, COMPONENT PARTS MAY BE COMMIT. REPORT LA0. F 9. MAY BE S TONNLED WITH 8 FT. OF MINNNINN MINING CO. STONE 9/64 R - _ I II/16 141r 1757'.i\ I TYP 1/16 R. RP. NPaa�rt(, x/31/91 a T 35003 19 6( R. S/]T WITH B oL/S0. FT. OF MINN MINING CO. STONE oz./S0. ! - I -7/16 lYP F GRANULES. GRANULES. o o " o " 7/16 T- ryp' I I 1 13/31' 1 7/16 61' TYR I I - I/ - . 15B4n6P 1 1 7/11f 17- 17/i TYP. B SMS O f 2' O.C. ` I 3/37 TYP. - 2 25/3f - 74' 10 SMS 0 STRUCTURAL PANEL (TYP. 8 SMS 0 1Y O.C. FOR 1T PAJLS 2 I/{ II[6 R. IYP I/6 R. TYP STRUCTURAL PANEL (TYP.) 16 O.C. FOR 16 PAi:LS ® ALTERNATE - 1T STRUCTURAL PANEL ® DECORATIVE PLATE FOR 6" FLAT PANS 1D DECORATIVE PLATE FOR 12" + 16" �'--PAt!s (3006-H391 ALUM. ALLOY) S DETAIL SIMPSON 234 CONN. ORE REDUCE FOR MAXIMUM RAFTER OVERHANGS FOR AWNING PROJECTIONS ADDITIONAL TWO - 16d . A • RIGHT ��ER LEDGER x '1 AAAI RS • 1 O.C. 2 X 4 RAFTERS O 24 O.C. 2 X 6 RAFTERS 0 24 O.C. (F7) LIVELOADS P.S.F. LNELOADS P.S.F. LNELOADS P.S.F. sn on o. to wn an �n on oK I An lAn I an I ,nr. I 'S 30 An 60 NAILS O EA. RAFTER WHEN REQUIRED FASCIA t . 1 14 +1 1 FOR MAXIMUM 13 0 1! OC. OVERHANG SEE t SCHEDULE O RIGHT i © ALTERNATE EAVE ATTACHMENT t 1r _rp0W�7fi `,�0, �4 o�1wi t y0v 11� �� L • p, o t�N e o• Z ow++w �1Q{ALtJ1MN W • Mt�a " +r..e.. K�,(>trW *ROS �7t .4 " HEADER 21' 16• ^ 168X*FASC SIMPSON 234 CONNECTOR ©DECORATIVE FASCIA OR EQUAL. RAFTER 4AIL STRUCTURAL 5 - 110 SCREWS, 3 EACH LEG PANELS + TYP. "A"OF CONNECTOR - TYPICAL CONNECTION OETAI DATE REVISIONSI(q1FALUMAX A Oi+sen d Hem Tabiald AoAxb�k. f. •. 11651 Ifas PorYwa2. Suite 330 A ` ` BUILDING PRODUCTS INC. D."°'- 1.. 75240-7478 AJF C80 ES EVALUATION REPORT NO. 2621P NONE 0o PA 1GENERAL NOTES, COMPONENT PARTS P ,E + CONNECTION DETAILS NPaa�rt(, x/31/91 a T 35003 M TOF 16 fESSJ �y�l Es 1� �� Ma 1796 4" %'O.t�A��t �t, �y4779 BRUCE IL n f 4, CtUl1i1N1 Z ; _ • :6267; 0®01 4a GYII O .� fM iI, �Vr ?�� of 0040 4tE AVS 0. CHi� STRUCTURAL vANEI 3 - 1+ Sus OR 2 - 3 I/i rS ON EACH I I 1.50• --I 0.25 — 1.625' —I SIDE OF SPLICE - FOR ] 1/t - 1'-�- I' —I— 1- 0.010' / _ PANELS I 1 / I i 2.00- 0.031 0.031 If 1' R = 01+' y I— 2.od - FOR 2 1/t 1.50" I 1 iYP. TYP. IYP. I E CFIART BELOW FOR ROLL FORDED _ { PANELS I FASTENING DETAILS HEADER 6.50• I -I.SI- NON-SIRUCNRAt 3' }- 02- p A�UN OR5 �G SPCC FOLIOW- 2 50' SIDE FASCIA IS Q 1 1 /2" SOUARE COLUMN .046' STL. 2 - D.C. FOR 5 PANELS NOMINAL .01Ir 3003-H16 ALUM. ALLOY I I o.c. FOR It PANELS O.C. iUR Ifl' PANELS W 1M4Cg4E55. I' ( != O.OJ6' ROLL FORMED I.Od I- _I 3 n7' I I HEADER SPLICE. TIGHT NOTE: HILTI KB -O ANCHOR FR INSIDE OF HEADER, 0.024. OR ti41E L01g T�• I — 1.50' , IIOLIS PER LC.B.O. E.S. t EACH SIDE of I I 0_046' COLUMNS MAY BE TRIMMED W/FLEX- 0.25- EY 4621 SPUCE. np ALUM. FACING. LUMN LIVE GROUTED W000 2.00' 2.0� 3,00 ® 03-H16 EALUAI TALLOYoOR A 446 LOAD CONCRETE MASONRY FRAME 3 - X14 SNS 1 4 HIL10KB-11 '7r r 1 LAG OR 2- I/f I IO' 16' I R=.0937 Fy 40 KSI STEEL 10 PSF BOLTS O 30" 1/+ RED HEAD SCREWS O 16" BODS ON SLEEVE ANCHOR EACH SIDE OF Typ' 1 j4• Han KB- .11 OPC. ER D.C. t I/4• +. LAC SPu CE 1.66' 20 PSF BOLTS O 24' PER I.C.B.O. SCREINS IN PAIRS 3" SQUARE COLUMN D.C. ES. EY +Inz RIM; O.C. 6 1 2" R391 ALUM. HEADER 3003-H16 ALUM. ALLOY 25 PS ROLLFORMED HEADER SPLICE 3006-H391 ALUM. ALLOY 30 PSF 3006-H391 ALUM. ALLOY 15' FASCIA HDR. 1 1/B' .t .OE STEEL MASHERSA10 SUS • FOLLOWING 40 PSF FOR NBADER 'If ONLY ACING: I HILTI KB-Jf I 5/16 BOLT OR 4 - /e SMS 6' O.C. FOR 6' PANELS 60 PS OLTS O 1 2 EACH SIDE. TYPICAL TOP 6 O.C. FOR It PANEL 15 ® AND BOTTOM CONN. EXCEPT FOR 9' O.C. FOR tlf PANELS ROLLFORMED HANGER T 3004-H36 ALUM. ALLOY DW. 'C' - 90 MPH W.S. USE 3/ir BOLT I/4' BOLT HEADER TYP. 2 - 1/,' BOLTS TYPICAL D(CEPT FOR EXPO. 'C - 90 MPH W.S. - I 1 4 x 0.08" THICK STC. USE 2 - 5/15 BOLTS 6'50r WASHER FOR HEADER -Ff 15 .03t 11 1 I/t SO. ALUM.6,1t OR 15 OF HEADER WIDE I BOTTOM FLANGE b3if OR fiff DECORATIVE ALUM. SCROLLS 1 0' OR SOLID FILL. STRUCTURAL PANELS i I 5/16' BOLT OR 4 - #8 2 - 1/4' r C STEEL ANCHOR 1 SMS - 2 EACH SIDE BOLTS OR 2 - 1/4• HILTI KWIK 003t l- ROLLFORMED 75' I COLUMN CLEMSTYR 1/ BOLTS FOR 70 MPH W.S. AND HEADER 'K I COLUMN TUBE 1m.04b" 3 - 1/f HILTI KWIK BOLTS ® I ® FOR 90 NPH W.S. I- I COLUMN TUBE @ROLLFORMED HEADER "H" CONN. I.tY 2.25 4.5 --'� 2•25 OM CONN. CHANNEL I 3.00" I DETAILS TO STRUCTURAL. PANELS ROLLFORMED 2 COLUMN CONNECTION W/DECOR. SCROLL © 1 1 Y COLUMN CLLO CONNECTIONS 3003 - H 1 6 ALUM ALLOY _ 300 - H16 ALUM ALLOY Qh DATE P.EVISiONS I'I 111ALUMAX 1 D:51 d Yrno. fA s4Yd �Q OJ, t 1rl'' C ,; f!• 11651 Oo4as Pa1.nr, Suill uile S30SO BUILDING PRODUCTS INC. D0.,. 1. 5240-7478 W m No. 13857RAWN Of STAN Ezg, 3.3 9� r •r I O ES EVALUATION N R COMPONENTS AND DETAILS tY CBO ES EVALUATION REPORT N0. 2621P CALE' PARTGENERAL NOTES. COMPONANT PARTS ��T CIV1�P NONE :,•,L + CONNECTION DETAILS. EOF CAL�EO :1s5/31/9t t'� 3FpT 35003 OF 16 tori C. N • o. pwtrMl • DmLmAN W • 34971 � 339j>I�„ ♦ � r[ ar Q�pF E55/pPRLi Q tF� '•tel , GINE d W � : S{ATE 04i•••.. r� d1' �' 11719 � Na 6A4 „ . ►W- BRUCE 0. :. ; 's ;_ CHALLUAN CML iY �4� ti�� 4x KNr� 4YE•��� 72, I.125' 6.0• •65" 55" -0.10 i 8-1/2' o h"BOLTS 16- - 1-- 16' I I- 1.125' I ' — I � 3.5' I I 1.125' 36" (D6' VF ALUM. HEADER SPLICE 6061-T6 ALUM. ALLOY 0 f --062' NOTE. SEE DETAIL JJ R=.375" ON SHEET 7 FOR 1.18T r EXTRUDED HANGAR WITH LEDGER. QI EXTRUDED LEDGER 6063-16 ALUM ALLOY —.a3T - r# o SMS o 6',17' OR -I -375.1 9 O.C. FOR 617, h .29+1" 18 PANELS L 0 SMS 6' O.C. FOR , 2" PANELS - 9"FOR 1 B' PANEL 1.0" - 5.406" STRUCTURAL PANYL 6", 12" OR 18" WIDE - -.079. .079"-- - 2.725" r109" ® ---- 4.00" ------ i ALASKAN EXTRUDED HEADER 6061-T6 ALUM ALLOY curt oo•Dw� • olruw MI1LlMAN Ai • 9 ci a.•... �A} 23921 �rW *.� Roeto� ��r frO/FALE`' E SS/p\ No.13857 a Exp 3.3 -9 Civ%%. f OF CAoz�� FOR FASTENING DETAILS SEE HART ON DWG 35003, SHT. //, /' . 3 OF 16 DETAIL L". — 1.50" ^I 1.0" -I 2.2s' LEDGER -SEE t=.062' OR DWG 35003-- TYP 2.50" DETAIL Qlr, 13 I 0.30"- -I .43 JJ EXTRUDED HANGER 6063-T6 ALUM ALLOY. 1.686' .062' TYP. 1. 500' 1 L.562' I EXTRUDED CHANNEL CONNECTOR 6063-16 ALUM. ALLOY -I .50" I— 1.25" -1 .50' - 2 - 1/4' BOLTS .875' 2 - 5/16' BOLTS - - + - 2.25"i .875' - -T- 2.25- ([D 2.25'([D 3' S1EEL ALTERNATE COLUMN CONNECTOR I 2-00r —I TYPICAL TOP AND BM10M FOR r ALUM. COLUMN WHEN ATTACHING 10 SLAB. STEEL A-446 Fy=40,000 P.S.I. DA1L ->'` 111111LUMAX 1 Omsion el Ywar faEricaled ProARh k. 11651 Dallas Parkway, Suite 330 BUILDING PRODUCTS INC. Davos. T, 75240-747e ANOARD EYTRUOED • STFII COMPONENTS •CONN. DETNL7 AJF CBO ES EVALUATION REPORT NO. 2621P INEOR ?.,PAaIDERAL NOTES, CONNECTION DETAILS PARTS oQ�pfESS/p �/ e �t��NGINE4 W Na 6]91 Z a�Y : r ., •� !1719 N BRUCE B. n = :6261: = CHALWAM -AE*!' :'& , E .,,..�A�� 0. C1i13• - :r,�•,. 35003 I S11170� 16 5/3 91 po ,el w.1 a �FRUCcc, E-0. CHALLMAn�Sa�SbNAIF NOTE: HEADER SPLICE MUST BE LOCATED WITHIN 12' OF A COLUMN. 0.15' EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER 8 - fj14 SMS I 0.15" I TYP. I 1 i 4" 5.409" 41 6 - #14 SMS 10" I.5"I.5'�— t0" —I.S' —I �.25D" R. 22 - - - — ALASKAN -EXTRUDED HEADER Ste: ICE 4.00" ® 6061-76 ALUM ALLOY 2-5/16" BOLTS 2-1/4'BOLTS TO FASCIA I I- 0.09" TYP 2-3/9-X 3 1/2' HILTI BOLTS TO SLAB (ONE EACH SIDE) a _ NOTE: HEADER SPLICES MUST BE LOCATED WITHIN 17' OF A COLUMN. 0.06' EXTRUDED HEADER 4 - S. BOLTS OR SPLICE WITH TIGHT FIT 4 - N1144 SS.M.S. INSIDE HEADER. 4.25" I I I I I �4 — — I I I I I I .. 1—c IL 3.00' of ; 4 1/4' EXTRUDED HEADER SPLICE 6061-T6 ALUM ALLOY SPLICE DETAIL F .750' FIff 1 2.1 Cr-- 1.7 10' --- 750' I I 00 STABILIZER CLIP FOR EXTRUDED F 45'-_.375- HEADERS "AA" & "HH" 6063-76 ALUM ALLOY 28• / (ALTERNATE TO DETAIL "R" D`NC 435003 Sill. 5 OF 1 " SO. ALUM. COLUMN CONN. BR-•CKET 10 I SCIA OR I I 057" HEADER WHEN CONNECTING TO CONCRETI SLAB ONLY 6 1.380 , ' AND DETAIL "LL' DWG. #35003 SHT. 7 0 16 ALTERNATE 3" SO. COLUMN CONECTOR DRACKEI ALUM. 6063-T6 do 13,57=_ Y I I V -3t • 7 .fi C'1vt� of Gl CFL��ne� NEC, Q. C�� p*ESS/0 E3SIgr ell�4779 owuw t>]IALUIMN W + smuct Mea N UI�'� WAOf1 X911 r O '^ l l �_ qh: 4 EME... IERDEN4 ry4r '�� � �,E..�N��,- J r 3 1/f r 1/f r r r. KSTEEL COLUMN STEEL ;NGLE EACH COLUMN SIDE OF COLD�N i 3/4" MIN. ' ' FOR BOLT SIZE A _ ' ' NUMBER REQ'O ! 1" MIN. ( - — - i SEE OSD(DULE "F 12• MIN. d I " MIN , i - — - i EYBEDLIENI _ --- ' --- — 7-- 3/4' MIN. 2" D I I ADDITIONAL 1/2' 0 BARS AS REQUIRED (SEE NOTE BELOW) D D " o .o I/f 0 STEEL If LONG ' Q CENTERED ON ,W I I 2 4. ' . .A COLUMN FOR FASTEN SIZE INTO FOOTING REQUIRED "W WIDTH) I ---__-- -----__ 30" SEE SCHEDULE 'F FASTENER MINIMUM "Yl 1 5600 22" B RICHT SIZE WIDTH 2-5/16'0 BONS 8501 24" 3/ir 4 1/2- 2-3/870 BOLTS 12' - 2" — 26' ,IT— 1 2-1/7*0 x 3 1/2d G 4 13300 Y'7 1 T NOTE: CONCRETE FOOTING • ®ATTACHED STRUCTURE COLUMN TO FOOTING USE 1 - 1/2" 0 STEEL BAR FOR FOOTINGS UP TO CONNECTION . DETAIL d = 1 B" TO 32" 36" CUBE. USE 2 - 1/2' 0 BARS FOR FOOTINGS UP TO RED HEAD dt HILTI FASTENER ALTERNATE r 46" CUBE AND 3 - 1/2" 0 BARS FOR FOOTINGS UP TO 2' CUBE. ALTERNATE FREESTANDING STRUCTURE COLUMN 32" 1 2-5/6'0 x 4"d TO FOOTING CONNECTION DETAIL. COLUMN' STEEL 'U FoODNc COLUMN 'J STEEL ANGLES (J r OD( ALIRL FOR ' BRACKET LP M V CUBE FW- I INC 8 STEEL COLUMN `� •• 1 % i--3 1/2' CONC. SLAB ISQO FOR It TO 4f CLL£ FOOTING.) m FOR BOLT SIZE AND— NUMBER REQUIRED — FOR ANCHOR BOLT SEE SCHEDULE "F' S17E SEE SCHEDULE B am "F' • RIGHT WW TTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL "d' = 18" TO 42" ANCHOR BOLT ALTERNATE B SCHEDULE "F' - COLUMN TO FOOTING CONNECTIONS FOR 1 TO 42" FOOTING SIZES FOOTING SIZE ANCHOR SIZE HILTI FASTENER CONNECTION TO "d (INCHES) • SIZE (OR EQUAL) SIZE COLUMN TUBE REQUIRED TENSION ANCHOR BOLTS "d - Is" 1/2" 0 x 4"d 2-1/0 x T d 1-5/16"0 BOLT 430/ 20" 30" 2-3/670 v 2 1/2'd 1 5600 22" 60" 2-5/16'0 BONS 8501 24" 2-3/870 BOLTS 7901 26' 2-1/7*0 x 3 1/2d 3-S/16'0 BOLTS 13300 28- 13301 30" 5/8" 0 x 4-d 16701 32" 1 2-5/6'0 x 4"d 2080/ 34" 3/4" 0 x 5"d N/A 36" NIA 38" 7/8" 0 . 6-d N/A 40" 13-3/9'0 N/A 42" BOLTS N/A d SIZE IN ANCHOR BOLT OR HILTI FASTENER STILES INUIGAIt] UtVIH OF EMBEDMENT. EXAMPLE: 2 1/2"d INDICATES 2 1/2" EMBEDMENT OF ANCHOR "OR EQUAL" TO HILTI FASTENERS, ALTERNATE MUST BE ICBO ES. APPROVED TO PROVIDE ALLOWABLE TENSION EQUAL TO "REO'D TENSION FOR ANCHOR BOLI VA UES SHOWN. HILTI INDICATES HILTI KB11 ANCHOR BOLTS PER I.C.B.O. E.S. EV #4627. FOOTING SCHEDULE .-v SLABING UNDER MINIMU FJ/BEOYEIfI p i i o i i °NOTE a ANCHORS MUST GO THROUGH SLAB a a ° AND EMBEDED INTO FOOTING A MINIMUM OF G' W� COLUMN CONNECTION DETAIL FOR SLAB k FOOTING ATTACHMENT. X� "I �TkJll- W No. 13857 Exg 3.3 -9 Jq cIV I\. Q OF CAU\�� �pfESS/p sur per' lauDOMM '_ • D•�� No �� Z DoT Ib. 6791 Z awuw' aIALINMNW • 34971BRUCE`. u UUP ca r • RpVpP ��, �i CRnI �P KfEDE JX�>000NN��/ f 'Y ATC Of••..('t a D :6267: h�Gt.E MO,b� DF•TE I PEV:SIO;4S EQUIVALENT FOOTING SIZES FOR FREESTANDING STRUCTURES SQUARE FOOTING(INJ ROUND FO TING DIAMETER (IIN.) 1 8' 26" 24" 34' 30" 42" 36' 51" 42" 60" HOUND F UU I ING SL;HLUULt 1`11101ALUMAX A Diriyen el 14eo� IAbin41 /ndxh k 11651 Dallas PorY.ay, SDile S30 BUILDING PRODUCTS INC. DOD,,, T.. 7524D-1478 AF COLUMN TO FOOTING OR SLAB CONNECTIONS Q DETAILS _ _ _ ".0. APPROVAL DRAMCs RHO ES ErILD(11DN REPORT ILD. 2421F 'T ' P�DIGENERAL NOTES, COMPONENT PARTS NONE ._;,,E & CONNECTION DETAILS. EET 35003 N0 OF 16 nrei P "5 70= 3 - 1/2" o BOLTS 1 11/2- 2 1/2- -B- OR 10" ------ --- COLUMN l3" x 8" x 12 GA. C " OR 3 1/2' x 10" x 12 GA. C a C -BEAM TO COLUMN CONNECTION FOR ATTACHED 2 - SPAN STRUCTURES 3" 8 .- #1't SMS a .5" - I-2" -I - .5 —ices 3" x 3" STEEL HEADER 'DD" I I \ — 6'• s 8 — #14 SMS E-1 COLUMN TO HEADER CONNECTION FOR 3" x 3" STEEL HLADER "DD" Exp. 3.31- 7 s1} CIV vv ^Q. 9lf or c \0 NEC, ��► boys •q � �" BRUCE *eo �J �,clrrc�� +� �Q Oa1u oo„orwl D. . m N o. f Z a Fb. 6794 s" puurFa CNALLMAN t • 34971 BRl CE 0. �C 23921 ?W *i RoRro►' .` uCMLL1dAM rw.. ' '�MAL�G C'JrEII�ENG`�t dll CML �/ �7f Or NO C -BEAM -:0- 0 2 - 1/2" o BOLTS COLUMN FOR SINGLE UNIT 4 - 1/2" 0 BOLTS FOR MULTIPLE UNITS COLUMN 3' O 3" x 6" x 12 GA. C C -BEAM 0 0 OR 3 1/2' x 8' x 12 GA.0 COLUMN B -T C -BEAM TO COLUMN C0ri,rCT'0:: FOR FREESTANDING STRUCTURES P 125 -W — --I 1 I-- 3/16" 1 FOR SIZE & NO. OF BOLTS SEE SCHEDULE I I ' "A" ON DWG #35003 S"EE` 13 OF 16. 2- -I;-0.125"r 5 _! o = B0: T DIAMETER . = COLUMN SIZE + -- - 112- W/MIN. OF 4.5" 2.30' - FOR 3' C0__UMN 3.30' - FOR 3 1 !? COLUMN 4.10" - FOP 4 1/?" COLUMN 5.10" — FOR 5 1/2- COLUMN F— 1 CONNECTOR BRACKET "A" FOR COLUMN. -TO HEADER CONNECTIONS FOR ATTACHED STRUCTURES FOR USE WITH 5 1/2' t 7 VF ALUM BEAM 111 4 1/7 x 6' VF ALUN BEAN '�u����ALUMAX 1 o-- of Ilsmar ,k.cry, Pr le h ,o-- oullos Par4.aT. Su le 330 BUILDING PRODUCTS INC. DO-. N 75240-7478 1 AJF IiCBO ES Ev�tUAT10N REPORT'N0. 2821PtrruLS ' NONE -- a', GENERAL NOTES. COMPONENT PARTS AND CONNECTION DETAILS 9%31 9t 35003 5�T2 OF 16 �E*o PROF ci5 WN[ ?�4 ` J.�•S�ATEpF...pi` X1/779`9 '6267: t. Rla1 kH 0. vlz '�u����ALUMAX 1 o-- of Ilsmar ,k.cry, Pr le h ,o-- oullos Par4.aT. Su le 330 BUILDING PRODUCTS INC. DO-. N 75240-7478 1 AJF IiCBO ES Ev�tUAT10N REPORT'N0. 2821PtrruLS ' NONE -- a', GENERAL NOTES. COMPONENT PARTS AND CONNECTION DETAILS 9%31 9t 35003 5�T2 OF 16 SCHEDULE FOR SINGLE SPAN ATTACHFD PATIO STRUCTl1RFC - in Ar '7171 per' I I1/rI nwnc_-7n ..ou 1u11,1r% • WHEN ATTACHED TO CONCRETE SLAB, SPACING MAY NOT EXCEED THAT SHOWN FOR MAXIMUM COLUMN SPACING WHEN ATTACHED TO SLAB" AND IN ALL CASES COLUMN SPACING MAY NOT EXCEED THE SPACING OF THE GOVERNING HEADER. M 2 - 1 1/2" ALUM. COLUMNS INCLUDES: rSE X 0.024' THICK ALUM. COLUMN OR 1 - UNICOLUMN. ' NOTE FOR ALTERNATE STEEL PANEL SPANS SEE DWG35003, SHT. 3 OF 16, DETAILS 'B' .. ' NOTES: I. MAXIMUM HEIGHT OF STRUCTURE: 6'-E FOR 2-1 1/2 SO. COLUMN 12' -Or FOR 1 - UNICOLUMN 11'-[' FOR .024' X Y SO. COLUMN 12'-0 FOR .04d X r SO. ALUM. COLUMN 2. FOR GENERAL NOTES SEE DRAWING 035003 MAxima ROOF PAIn svAl LK un PAEL'f 2 1 fu6 PNL 2 1 f1117PHL 2 1 2'XlfPNL 10 PSF '- 12,-r 1TIT-0 2 4'- 4'- -- --.-,�.%Il`1��.14.';ii•J't;ll/.'�Ili�:v�;l•f�h 0.0 1Y-16'- 0/ V- -- � - ., , t31L��e-i;,r,:a7� ,.1•.1.- .f-7l.•.1�t'31f 1L9r�6®®►iI?RPEFi®®7T.t3Qlf�?!ICll�i�F'�:•1Lt11'lll��:Ifvi�� '� 1•, 1 1 su:ut 1 1,: i� ' r",+' , , : ,. ®®EMMA ��i3FII^/f11�,L,..mi'�FiZTi ®F'.T %1 F7? Irt rF'7rr„ �a ,. ■� �4<•eit�� itvl����::�r}ia.lEu.11:a.l.:i �,e�i[�x�n_aa�xTri��an�l��,aarc•ryaraa«�a��r>�r�arcarr6-a[caar���trr�ra►��i�aa�se�sa�ai� a �� saT4I!•1 lO3liFT� 7 ����tt�����rl��i�n[�>i���a���a �����������ir�Ead��s��l�rea<siiir�n�y�����asaa���a■�� �a�■���aFa����■�a��■■r>_ u> ,.�i��■r���a���a�arai������Uwe= tti�a�a����■rtaa�a���a�� lF BS >• [dii/ Sa tf a f I>�� t1• ti�J �6sJ /f�Y i f �� [ilaa Vff1[TTfaf]ITL/.�i��= MiT3aw6TJi�/�ii�a=�Rla��Q3�A�iA�\/�i�i���i�� iL 1FTiIaI v \ /�a= =ti,3JL�Ii�i�ii1>sa=�E M UINA�is�'��'i i��il1>r��t♦ Qaatl• Iigl/itIITT/i�������•a���i�i�C[��tl•�',��Q�atE3iai��i�a�'1��i�Ei�it>• �/�•��a��l�a��f�iii���fJfK2LAMMA��[ta<r•�iI�I�����/��EL���� [CI'FJSa�/��i3if��tQ,���i��t�r (►�1�1:/��i/s\i3����at�L1�a<i����faFa���■�"al��\i�ail3ff�����s� ��>t���a�i•1I���iaa�a����i•� f,II1[I��'f�i fatl�at,YL1f�/Sa <alatifiai/�6Ti����t�faiF�aS�Eit� [M/�a�a1���1<;�rt3ltli►I���l��i �'�[iJE1�iJ►�t�I�aifi�ilTai�aiic�© [��I II>•fJfiLi►�I®tl�JE�1��art<1�I<aEa�/ t�iFaFi��J��/���ialii�1satel•IPWM�' EiWJL/ti�l■���i�a���3�t3F/ H1EJi/iLali�t3a�t�t�aG�E�1 >i�ri���a,.�.��a�.>e�a�■���■� �CYa4'iL,•�-�V��4',�)♦iQl�t�)�+t��riii.�:��161��1�{1�i�61���1i.I�w..a����s.�� • WHEN ATTACHED TO CONCRETE SLAB, SPACING MAY NOT EXCEED THAT SHOWN FOR MAXIMUM COLUMN SPACING WHEN ATTACHED TO SLAB" AND IN ALL CASES COLUMN SPACING MAY NOT EXCEED THE SPACING OF THE GOVERNING HEADER. M 2 - 1 1/2" ALUM. COLUMNS INCLUDES: rSE X 0.024' THICK ALUM. COLUMN OR 1 - UNICOLUMN. ' NOTE FOR ALTERNATE STEEL PANEL SPANS SEE DWG35003, SHT. 3 OF 16, DETAILS 'B' .. ' NOTES: I. MAXIMUM HEIGHT OF STRUCTURE: 6'-E FOR 2-1 1/2 SO. COLUMN 12' -Or FOR 1 - UNICOLUMN 11'-[' FOR .024' X Y SO. COLUMN 12'-0 FOR .04d X r SO. ALUM. COLUMN 2. FOR GENERAL NOTES SEE DRAWING 035003 MAxima ROOF PAIn svAl LK un PAEL'f 2 1 fu6 PNL 2 1 f1117PHL 2 1 2'XlfPNL 10 PSF '- 12,-r 1TIT-0 2 4'- 4'- I - --- 0.0 1Y-16'- 0/ V- z z W W HEADER SHEETS 1 AND 2 OF 16. 3. MAVVL .:N HEIGHT FOR ENCLOSURE - 101. mmum ROOF PANn SPAN 4. FOR LEDGER TO WALL. COLUMN TO FASCIA LRE IDAO FAIR "f 2 1 rWr PHL F2 1 fittPNl 2 1 rXt6PNL ROVIDE 1 1/2' HEADER AND COLUMNN TO FOOTING OR 'SLAB IO PSF OD -I 7•_ ATTACHMENTS, SEE OWG /35003, SHEET 3 O2 - 11'- --- OF 16 THRU 16 OF 16. 1 •_ ___ S. DESIGN PER U.B.C.. 1991 EOTTION. O.oJ_ If- IF 1 q'- c I --- l d►`Epas 'v 'c, �' [[UCEf,R*i JIt'��4t4 arur aIALtk"N t . 244F21 1aARnr AL 11� No. 13851 7 3p. 3_ 1 cllllz OF CAU1".0,0 MIN. SLOPE 0,4 - COVER PANEL 2-1 1/2' S0. ALUM. TUE INSTALL COLUMN SHOWN. ALTER- NATE UNICOLUMN & .02, COLUMN OR .04 X 3' COLUMN MAY VERTICAL BE USED DATE I REVISIONS �p1ESS/p til! t t�•.".•�`1l �wC l Ql1 � �.•y�ATE 4.•.:�s �IN7l 13 7 L n NIM Z » ; ;6267° ALLIMM•� d wE F coot D. gMV4 FASCIA OPTIONAL 3 1/2' CONCRETE SLAB rcr dSEE NOTE %15. 03 SEE SCHEDULE FOR DWSHT.3200F 16 FOOTING SIZE. VALUMAX A�.A�-F.ftM lull 0o1 rtiwsly. s>o BUILDING PRODUCTS INC. Ones.. T.. 75240-'/478 AIF ICBG ES EVALUATION REPORT NO. 2621P 0R PARTIV0 F SPAN AT0 PATID SMUCRM - lldE ft,. E 10 k 20 PST - 70 WN MIO SPEED ,WNGSHEET 5-11-21 ..R4 nT 15004 1 1 OF 4 te f 066-180-007 PERMIT#97-1907' BOZOKY, John �•„_ 6480 Barat Ct Magalia { ! Reroof,Windows &Siding/SF • • H IF ZZ5l x COUNTY OF BUTTE - DEPARTMENT OFD DEVELOPMENT SERVICES E T ERVICE -BUILDING DIVISI N 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 066—I80-007 ZONING RTI BUILD)PCGPERMIT OWNER JOHN BOZOKY TELEPHONE 873-424]ENG OCC. BUILDING VALUATION VAL 3,000.00 OWNERS MAILING ADDRESS 6483 BARAT CT A{AGALIA 17 SO 1 020.00 CONTRACTOR'S NAME OWNER TELEPHONE (� VAL± 5W•00CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 4,520.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 6480 BARAT CT. Energy Plan Checking Fee $ $ PERMIT FEE $ 92.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑I( Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other C] Describe Work: REPLACE ALI WINDOWS WITH DUAL PANE. REPIACE ROOT' COMP 17 SO Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S REPLACE SIDING AS NEEDED. ELECTRICAL PERMIT Fling Fee 20.00 voRLEss Main Service 2ooA 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.PGwEPPARATUS License Class L1c. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 0', I, as owner of the property, am exclusively contracting with licensed contractors . to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. S.3.50FT. NoN.pES'pT MULTI-OUTLETBRANCH R.I. @7,50 d SINGLR AE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES BAL @ 1: 0 Ex. Occup. ouTELErs AEESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 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 FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) El I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 4 - �^ :'> ` "/_ Date Signature of Applicant -AL3 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction_ of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ X3 PE TYTOTAL FEE $ 92.00 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Q Date PERMIT EXPIRES ON I pate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISI 7 County Center Drive - Orovill-, Cali,;Drnia 95965 - Telephone (916) 538-754 PERMIT NO. (Rev. 12/96) APPLICATIGN AND PERMIT 7— 196)7 . ASSESSOR PARCEL NUMBER 066-180-007 , 20NIN X$ XX BUILD KGPERMIT OWNER JOHN BOZOKY 873 X4240 SO. FT. OCC. BUILDING VALUATION WINDOW VAL 3,000.00 OWNERS MAILING ADDRESS 6483 BARAT CT MAGALIA COMP 17 SQ 1 020.00 CONTRACTOR'S NAME OWNER TELEPHONE SIDING VAL± ± 500.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ 4, 520.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 6480 BARAT CT. Energy Plan Checking Fee $ $ PERMIT FEE S 92.00 LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑x Duplex ❑ Mobilehome 13Other ' 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 It Describe Work: REPLACE ALL WINDOWS WITH DUAL PANE. REPLACE ROOF COMP 17 SQ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S REPLACE SIDING AS NEEDED. ELECTRICAL PERMIT Filing Fee 20.00 Main Service iaon oa LEss 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of 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 for the following reason: ,❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( & ACC. BUDS. 3.5Q FT. CONST. NEW NON•RESID. MULTI -C c OUTLcuET @7.50 POWER APPARATUS a SINGLE. IT. CIR. Ex. OCCu OUTLET OR FIXTURES 8AL @ .SO Ex. Occup. OFIxuT TS ALSDDEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 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 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.) I certify that in the performance of the work for which this permit is issued, I shall=3 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 Wo*qrs' compensation provisions of section 3700 of the Labor Code, I shall forth ith comply w't those provisions. Gj X Date _ G % _ Signal a of—Applicant Owner ❑ Contractor ❑ Agent T An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL FEE $ 92.00 HA2. D. FEES IMP FLOOD CDF PARCEL I PD HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ove for which fees have been paid. By Datep9�,3-9�-_ PERMIT EXPIRES ON � 2— atO Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i Z mer Glass Insulation . t BUILDERS INSULATION STATEMENT BLOWN INSULATION ' Manufacturer's minimum thickness to provide the level of insulation resistance (R) Values as shown: R Values are determined in accordance with ASTM C-687 and C-236. Conforms to Federal Specification 1 -11 -1I -1030A. t This insulation has been installed in conformance with the above recom- mendations to provide a value of R using bags of insul - tion to cover square feet of area. Insulation Contractor �Builder (Sign) c 4-/ Company Name Company Name( • f BATTS AND BLANKET Date R INSULATION R INSULATION VALUE THICKNESS VALUE THICKNESS R-22 61/2" R-13 35/8" R-19 6" R-11 31/2" I Meets Federal Specification HHI-521E Fiber glass batts or rolls have been installed in accordance with the manufacturer's recommendation to provide an R -Value ofd in the — I the exterior walls, in the floor or crawl pa e perimeter. Insulation Contractor (Sign) Builder (Sign) Company Name Company' Name 1 CSG -32-11-C Date CERTAIN -TEED PRODUCTS CORPORATION. P.O. BOX 860, VALLEY FORGE, PA. 19482 CRIJIM -t . OWNER -BUILDER VERIFICATION Attention Property Owner: 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 ma'orr, labor and materials for construction of the proposed property improvement: YES NO ❑ 2. I HAVE �VE NOT ❑ signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S 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: PHONE: CITY: 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 a SIGNED: PROPERTYOWNER SOCIAL SECURITY NUMBER: DATE: aj NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION I 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 -builder" you are the responsible parry 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 $300 or more for the entire project, and such persons are not licensed as contractors 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 cant' 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 not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractprs 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. +1rely, Vi ira, C.B.O. uilding Inspection NOTE. This Owner-Builder.Information is required by Section 19830 of the California Health and Safety Code- OVER ode OVER COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER O Q a,.� ZON( BUILDING PERMIT OWNER 6- AJVYI k3S'13~ TELEPHONE y SO. FT. OCC. BUILDING VALUATION OWNERS ADOiFS ^ /] /, , o CONTRACTOR'S NAME ip—HONE vau 'SOO.O O CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ d ARCHITECT OR ENGINEER UCENSE NO. Filen Fee $ 20.00 Permit Fee $ Q ARCHITECT OR ENGINEERS MAULING ADDRESS Plan Checking Fee $ BUILDINGADDRESS J / /(7•/�� J Energy Plan Checking Fee $ $ . PERMIT FEE $ • OO LATNO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or ve 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilitiee^s.. /❑ Installation ❑ Other Describe Work: �A C (JJ1:/Y�� ,.. (�{ i1 ob0��! -A-- , �� ✓WAX Gas piping system 1 - 5 outl is 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 600V OR LESS A Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of 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 for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONsr. owEILING occ P. so OR ADONS. ( a ADC. BLp , 3.5¢Fr; ppµgalp MULTI -0 @7,50 POWER AP ARATUS d SINGLE 9= CIR. Ex. Occup. ovnET R FDcruREs s20 @':so Ex. Occup. OFULE A q� O� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PER IT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ 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.) [31 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' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ _ Signature of Applicant - ❑ Owner ❑ 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 a a . HA2. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date) ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PERMIT NO. 1906-78B,P,E,M PERMIT EXPIRES a OWNER Wilbur Andemn kCONTR. .Triple "S" Custom Homes, Paradise LOCATION (A.P. 66-18-7 10 Barat Ct., lot 132, Magalia f' 6y \ r ti Temp. Power Pole �7 ` Called PG&E 3Temp. Elea Serv. _� ,:, Called PG&E Z4 {I Temp. Gas Serv. Called PG&E JOB FINALED (Date) • (Signa re) i COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback - r Firewall Soli Piping Forms i Parapets 1st Floor Main Bldg. IT Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall V Siding To out Slab Roof Sheathino it Water Piping Piers ��Cj'� Roofing 17 Sewer GarageFdn. Vents Fixtures .0 v Footings StemwaII Garage Vents Insulation a. (_ Water Htr. / Heaters Slab Carport Footings r peddhysically handica Conformance of ex. structure Appliances Gas Piping & IFeqt Q^� Temp. Gas Slab Final 5 J 9k Sanitation Patio FIREPLACE Final j9. Footings Footing 'ELECTRICA Masonry Walls Throat Rou h '%• "7 Reinf. Steel Final C- Fixtures 0 Bond Beam FIRE SPRINKLERS Motors Framin ` 1 Test Water Htr. Stucco. Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service —:2'0 --� Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath 0 e Cr Ventilation 0. Pennane t Door Closer Final — Final 4 J MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping M0016EW014E INSTALLATI N - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS S -ZZ= (P �r,Ie_ 3"CJCaoAr[,e. 4ud z✓ e-VLJ qty R-e%krAl 0f� 44- /—,t/ -7-4 2 K ca-wl--r- S-1-" (5,4 ; ,is 1 3 0 (NOTE: An entry must be made on this form each time you visit the job site.) uf1v COUNTY OF BUTTE — DEPARTMENT,OF ,PUBLIC WORKS • 7 County Center Drive - Uroville, California 95965 Telephone: 534-4541 Uf/CJS APPLICATION AND PERMIT All •- ,..r,....cnwu- vi uic wUiny vi DUMC UJ CIRRI UpUn [ne above-mentioned property for inspection purposes. X z�����Date-,//, Signature of Perrmittee or Agent / Receipt No. 77 f� 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 befr-plaN DIRECTOR F PU LIC WORKS By Date U-?i� % wilding permit expires Date c/ - 7,j-- 7, BUILDING OwnerSQ. l�/, v � � � a './ FT. OCC. BUILDING VALUATION 2 DC7 fy Mailing Address 490 qjoo, 60 Telephone No. rL Fireplace Contractor G ® 4z7.G Total Valuation U d Mailing AddressS�� �N % - Permit Fee PI anCheckingFee &/orPenal ty Telephone No. Permit Fee $ Building AddressPLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 (, C Each Trap I1.50 Repair drainage or vent piping 1.50 /-ning Verificafion 9n1Y rev OJ Water piping 1.50 Each gas water heater or vent 1.50 �� A. P. No. y -- ��_ Zon ' ° Gas piping system 1 - 5 outlets 1.50 Each additional outlet 30 F *-'—SaV JEJ FireDept. Fire Zone Use Permit Building sewer 5.00 EQA arking Parcel Plans Declaration Parcel Ma P 60' R/W Improvements provements Lawn sprinkler system 2.00 V89. Plans Rec'd Par pproval P pproval Permit Fee $ Od $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS- 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family ® Duplex ❑ Mobil Home ❑ Others ❑ OVR Main service 10 EAMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELING OR ADDNS. ( ACCLBLDGSC ) 20. sq ft NEW CONSTR. MULTI -OU LET NON.RESID. BRANCH CIRCUITS) 2.50ea NEW C ONST R- ( POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name styl / 1A fele J erO 67®H 710 &--7 4 Ex. Occup(OUTLETS OR FIXTURES)@SQ BAL�@21 A/C Ex. Occup.(OUTLETSP(RESID )REA) 2.00 Temporary service 10.00 AR v, 4D Mobile Home Facilities 15.00 License No. W1/1 Classification 13 Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ A so $ d 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. I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating le 1 O Cooling bo Ventilation Hood 2.00 Permit Fee $ 41)10 $ 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 �nfhnri � ,.s TOTAL PERMIT FEE $ G •- ,..r,....cnwu- vi uic wUiny vi DUMC UJ CIRRI UpUn [ne above-mentioned property for inspection purposes. X z�����Date-,//, Signature of Perrmittee or Agent / Receipt No. 77 f� 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 befr-plaN DIRECTOR F PU LIC WORKS By Date U-?i� % wilding permit expires Date c/ - 7,j-- 7, . G , RESIDENTIAL PLAN CHECKING GUIDE (S.C., DUPLEX, & MISC. NLY) - Bldg. A.P. A. GENERAL Zoning requirements (sideyards and parking). �aluation.' 3. Signature by R.C.E. or Architect (if required). B. PLOT PLAN Complete parcel size and dimensions. g ZZi etbahk$, sideyards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. C. FLOOR PLAN omplete to scale plan with dimensions. �-Required windows for light and ventilation (Sec Required windows for second exit (Sec. 1404). ,d Allowable glazing for energy requirements (20% �1_-Human impact glass (Sec. 5406). 1405). Pe # i - max..per.State law). .6 =- Required room sizes, ceiling heights (Sec. 1407). ,1--G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). e8:-- Light fixtures, switches, receptacles, and exterior receptacles.for'maintenance of mechanical equipment. •C.—Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(4)). 1YVT—1 - 3'0" exterior exit door (Sec. 3303d). il-. ----F'ireplace location. 16' Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS q --Foundation plan complete enough to construct building. <2�Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. ireplace construction details and calcs if over one-story in -height. <IZ--Strficient data and details to satisfy energy insulation requirements (State law). E. MJ,2CELLANEOUS ITEMS TO LOOK OUT FOR plywood on exposed locations and overhangs. 2. Stairway details (Sec. 3305). a---6ueardrail details (Sec. 1716) . 4. Brick or stone veneer (Chapter 30). 5. Exterior plaster -weep screeds (Sec. 4706 & 4708). .6; -Proper roof pitch for roof covering (Chapter 32). 4- wafter ties or bearing ridge beam. 4r-6arage door or porch header sizes. equate bracing. 10. Living area over garage - complete 1 -hour separation required.including supporting walls and posts, etc. 11. Two (2) exits on three-story dwellings (Sec. 3302).