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026-250-048
r 26-�25-48 Ed -Patton W/S-Martha-Labe, app -.800 -'S -.of --Palermo, Rd., Palermo Permit #4 0-80B, ,E,M(new single family) /Q 026-250-048 00-0253 WILSON, DICK/ ,c,/%JD�j ' 7660 MARTHA LANE, 0=1 / CONTR: DON SCRIBNER 026-250-048 02-0228 G 1' n WILSON, DICK UST 7660 MARTHA LN, PALERMO CONT: DENNIS RAGANS,?Y-1 "612- ARBOR BUILT W/O PERMITS 026-250-048 03-3644 WILSON, RICHARD 7660 MARTHA LN, PALERMO CONT: GEORGE ROOFING REROOF V j 0 LML- a _ �1 ��� ��+�e �:qtr M' .. -,+ � "' _ _ 3+/"'�t"�ri�`-Y or!'�. ��y"'"` __ ,^"�- ' � � �� � � i v � ':�' Y � �I � k COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 , PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARC M a t ZONING BUILDING PERMIT OWNER/ TELEPHONE SO. FT. OCC. VALUATION yBUILDING . OWNERS RUNG ADDRESS d,096 / CO ORS NAME / TELEPHOgNEE s� S3 J C!! 07 CTORS IU �pORESS � 2Z / CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 5- / 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ 0, Al�.Fi! t PERMIT FEE $ 74,60 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF *Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: Gas i in stem 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 800VOR UES 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. �/ �L ) / License Class C – 9 Lic. No. `f �o`oZ(D CD 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' r_ _-r°–compensation; as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ ' I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' pe satin insure carrier and policy number are: C Carrier G(�yl Policy Number a 179 —6-96 –0.2 (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 fo comply wit a provisions. X ate _0 _�_� Signature of Applicant-- ❑ Owner ontractor ❑ Ageht 1-1 An OSHA permit is required for excavtions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200/L TO JOooA 46.00so NEW CONST. owEUING occuP. 3.5Qso. NRA ONS. ( FT. MUL�Tcou�rLs� NON-RESID. @7.50 POWER APPARATUS 8 SINGLE OLUTLET CSI R. oUnET OR FIXTURES 2" "00 Ex. Occup. s„L o .so Ex. Occup. OUTLETS R� '' o� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD I CDF PARCEL Po 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 / G� /Date PERMIT EXPIRES ON ate Receipt No. LCA WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT < <. NOTES RESIDENTIAL f 026-250-048 ^00-0253 PERMIT NO..'. WII SON,`DICK' ( 7660 MARTHA LANE, OROVILLE CONTR: DO/N'SC/RIIBNER 4 2 .Z2 , �( r , t ; SPECIAL CONDITIONS CHECKED RV SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ.. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 'f CCl' !'JOB FINALED (D V Signature i ,tt 1 j, `n r� �4 J j fy r t SPECIAL CONDITIONS CHECKED RV SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ.. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 'f CCl' !'JOB FINALED (D V Signature i V= OK 0= Not OK - - = Not ReadApplicable =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. 2. Soils; Special MH Support Sketch 2. 3. Sewer; Location -Test -Fall -C/O -Concrete 3. 4. Water; Location -Test -Easement Needed (Sketch) 4. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 5. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 6. 7. Well Clearance & Disconnect 7. 8. Utility Clearance 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Light Niche Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 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, CO S, CARPORTS GARAGES (Plans) OK except #'s 1 Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 4 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails �4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric L,118' Frmg.; Sills-Anchors- Studs-Rttrs-Trusses 9. §iding; Nailing -Veneer -Stucco -Mesh Roof; Shthg-Roofing Ext.; Steps -Doors -Landings 1 Braced Wall Panels Date Date and B-1 Aale Card B-1 Card B-1 Date - Card B-1 Date FINAL (PTIKsTOK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. 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 0 = Not OK - = Not Applicable = Not Ready Card B-1 Date Card B-1 RESIDENTIAL (; Date 40. Underfloor (Plans) OK except #'s. Date 1. Zoning -Setbacks -Easements -Flood -Slope Bearing Walls over Girders & Floor Nailing 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 44. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Headers & Beams -Size & Bearing 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 54. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 57. 6a. Hold Downs and Special Anchors Glazing Area -Glass Protection -Skylights -Plastic 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Card B-1 Date Card B-1 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date 40. Card B-1 Date Card B-1 Date Walls Studs -Nailing Spacing & Braces -Plates -Sound PLUMBING (Permit) OK except #'s Bearing Walls over Girders & Floor Nailing 17. Water Htr.; Vent -Access -Combustion Air Baffle 44. 18. Water Pipe; Test & Anchor -Nail Protection Headers & Beams -Size & Bearing 19. D.W.V.; Test Fittings & Anchor -Nail Protection 54. 20. Shower Pan; Test, First Floor -Tub Access Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 21. Test Tub & Shower, Second Floor -Tub Access 57. 22. Gas Pipe; Sixe & Anchors Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts Date Brace Interior/Exterior Wall Panels Card B-1 Date Card B-1 Date 62. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ELECTRICAL (Permit) OK except #'s Card B-1 Date Card B-1 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 Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date 40. Card B-1 Date Card B-1 Date Walls Studs -Nailing Spacing & Braces -Plates -Sound MECHANICAL (Permit) OK except #'s Bearing Walls over Girders & Floor Nailing 35. A.C. Ducts Insulation & Support 44. 36. Vent Fan, Exhaust above insulation Headers & Beams -Size & Bearing 37. Condensate Drain & Overflow, Size & Grade 54. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 39. Attic Access & Platform if Furnace in Attic 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts Date Brace Interior/Exterior Wall Panels Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 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 jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Roff 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 Ht. & 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-Underflr. 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 Card 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, Air -Connector - 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 & Receptacles 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-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic t. 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive Q Yes 0 No/Walks 0 Yes ❑ No/Planters U Yes ] 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 Throughout 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 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: t. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center' br1ve - Orovllle, California 95965 - Telephone. (530) 538-7541 n PERMIT -NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 026-250-048 ZONING BUILDING PERMIT —7 OWNER WILSON, DICK TELEPHONE SO. FT. OCC. BUILDING VALUATION 1400 C 25,200.00 -OWNERS MAILING ADDRESS 7660 MARTHA LANE, OROVILLE 95966 CONTRACTOR'S NAME DON SCRIBNER TELEPHONE 695-3038 CONTRACTORS MAILING ADDRESS 2996 PENNINGTON RD., LIVE OAK 95953 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 258.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 168.00 BUILDING ADDRESS 7660 MARTHA LANE, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 446.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2oOVA . .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 %j Lic. No. 1 '54 Z -1 0 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. ❑ 1, 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 ADDNS. ( 3.5¢So NEW CONST. MUITI OU�TLS. =RESID, U @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1'50 sr,L @ .50 Ex. Occup. O.a M.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT $ Fling Fee 20.00 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 7-,4 -t- U M cn Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number _ 1 U-1 Ll I �_ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date Z — ^' 71000 _ Si nature of Applicant - ❑ Owner 9KContractor ❑ 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 TOTAL FEE $ VN 5 HAZ. D. � IMP s I FLOG CDF PAR Z," SUE 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. r7 ate 4 2 z Receipt No. 285958 / $446.50 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPLICANTDa _W D D (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT &--6"zo ASSESSOR PARCEL NUMBER ®� -. (,� ZONING BUILDING PERMIT OWNER 1 cr ®� I l w [ TELEPHONE SO. Fr. OCC. BUILDING VALUATION OWNERS MAILING AO RES ` , p , ^ � , / ,q _ _ '{(1� �/L` P�1/^'LL�L' ,/'Iyl` 0 R S 1/:L IWO CONTRACTOR'S ,_,q a ) GCONTRACTORS TELEPNCCOHE MAW ORES9 CONSTRUCTION UEN6EK' LENDER'S MAILING ADDRESS \ Fireplace Total Valuation $ ARCHITECT OR ENGINEER - LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS - - Plan CheckingFee $ O " BUILDING ADDRESS �_ Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE ' SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 1 0 Each as water heater or vent 15. 00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Work: Other ❑ Gas piping system 1 - 5 outlets 74 15.00 Building sewer 15.00 Mobile Home I S G @20.00 PERMIT FEE $ ELECTRICAL PERMIT. Fling Fee 20.00 Main Service �o°VA oa LEss 23.0 6 ` / S ® O 60 (/ t / 1 B S ' j (� Main Service 200A TO 1000A 4600 NEW CONST. DWEwNG OCCUP. 3.5Q. OR ADDNS. ( d ACC. BLDS. NEW CONS . MULTI -OUTLET NON-RESID. (—a7.50 POWERA➢PARAT 6 SINGLEAO IR 20 I'50 OUTLET OR RES � Ex. Occup. L w Ex. Occup. p E R6 OR 5.00 Temporary—SIF-VI-ice 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 0.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Ho nstailation Fee $ Energy Inspection Fee $ OCC �vT. TYPE TOT L FEE $ S HA2. 0. FEES IMP ROOD CD P C PO HD Urif 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 re > 'COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: (� !/�.! . ASSESSOR PARC ER: 6 -- O Proposed Building Use: Building Inspector: Date: — 2LO G� At time of permit application, I was a iced the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted.------------------------------ e3. /Pt plans, 3/4 sets, signed by the preparer of plans. ------ Complete plans, 3/4 sets, signed by the preparer of plans. ❑ . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation.---------------=------------------------------------ \ 117. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ❑9. anufactured Home data and installation instructions including Tie Down Specifications .----------------- .951?0—Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------- - ------------------------- V2 California Department of Forestry plan approval/fees. -, � - -- —0.0 ------------------ ❑ 1 lood elevation certificate. --------------------------------------------- Sanitation and plot plan approval Health Department. ❑ 15. Ci of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---. 1120. Pre -inspection for required. Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------------- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------. ❑24. Letter of signature authorization. ------------------------------------------------------------------------------ ❑ 25. Recorded copy of Agricultural Acknowledgment Statem t. ------------------------------------------------- 026. Letter of intent on building use. ---------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ---------------------------------------- ----------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- wr r (Date) 030. Other:------- ou issue �r— �9,Tranwd os ❑ Mail to owner, ❑Ma contractor. elephone � hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: — ?-cot) 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: 1. Index permit appliga pri for the above items numbered: �- ❑ Plan Check Li;f " 2. Additional items required: 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 Division counter, by Date: 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. i TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance hl. USE ONLY Plot P?.— I n Attoehad ) Floor Plan Attache Sant to 6.0, N-11�k Owner Location AP# Plan Approved for: Sewage Disposa Water Supply: Public Private Well Clearance for dwelling. Other n)n �P 1 Li Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date p r CDF FIRE SAFE REQUIREMENTS C2� AP# PERMIT # NAME Under.authority of PRC.4290, the following checked items are.required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be'.superseded by Butte County local regulations which equal or exceed these standards. Field inspections will* be made by .the Butte* County Building -Department for compliance. [�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces -and structures (bridges, 1273.07 culverts and other•apF•.rteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�1 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50`- 100 feet radius; 2 feet to those from 100-200 feet. [,(] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. tfj 1273.05 Turnarounds. If required; will have a minimum turning radius of 40 feet from the center of the road. ] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 I feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3--, p AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet -apart. [Y) 1273.10 Turnaround. A turnaround shall'be provided at all building sites -on driveways over 300 feet -in length and shall be within 50 feet of the.building. 1273.11 Gates [�} 1. 'Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�] 1. All parvels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. • 2.. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect.' See Other Requirements below: [] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 a A) AP # PERMIT # AME Other Reguirements [ ] if Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors_on.side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 ' " I COUNTY OF BUTTE='- DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING ONE: BUILDING PMT ..# OWNER:%G /i�J�'9%��oel/ PHONE MAIL ADDRESS: SITE ADDRESS: G� PROPOSED USE: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: ➢c No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: _ 3. Will items produced in this building be offered for sale? Yes: No: 4. Will the public have access to this building? Yes: No: 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? ' Yes: No: 04�`- 8. Will this building be occupied at any time as a cooking area? Yes: No: T 9. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No. I 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closet/toilet? Yes: No: 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? �ti d A) �. 20. What type of wall covering will the building have? ;y 0A.) � COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 f n CORRECTION NOTICE —6)-6-3 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i ,'ADDITIONAL INFORMATION: I Nearby affirm under penalty of perjury the above infromation Is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this Information If or when offered for sale. cC 1 A"/1t:) 7 OWNER'S SIGNATU O E OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: l'ffllllFc� J i� f� —=s IT i) No. It 4250-80B,P,E,M .Y PERMIT EXPIRES -"/ y OWNER Ed Patton } CONTR. ti owner 26-25-48 ASSESSOR PARCEL ' LOCATION WAS Martha Lane, app.800'S.of Palermo •Rd . , Palermo .. Y 4iL • Signature • ' �' Temp. Power Pole r C Iled PG&Ev Temp. Elec. Service 3 Called PG&E -- Temp. Gas Servi Ce Called PG&E JOB FINALED (Date) Signature J = OK O = Not OK - = Not Applicable * =*Not Ready -fi- RESIDENTIAL (Single and Duplex) Date UNDE OOR Plans OK except N's Date FRAMING (Continued) ning requirements -Setbacks -Easements ine Firewall & Qpenings •Q., F g., Main; Soils-Steel-Elec. Grnd.- // " Ftg. Depth 4i49r Ext. Doors -One 3' -Check Garage -3rd story, 2 exits Ftg., Garage; Soils -Steel- // 14-' Ftg. Depth ' Width -Headroom -Rise -Run -Landing -Fire Protection Porches & Decks; Soils -Steel- / /" F pth 1. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Ste alts„Main; Steel-Blockouts-Wrapped en*t�nqCN Veneer 6. StemwalIs,"Garage; Steel-Blockouts-Wrapped-Slab -Drip Screed-Fdn. Vents-Underflr. Access 7. Pi s -Fireplace Ftg.-Steel 54. Glazing Area -G las Protection -Skylights -Plastic OeIOXV.: Fall -Fittings -Test -2 way C/0 -Sewer Test 55. iling-Bolts -•�'s Pipe; Siz - Water Pip ;. st nchors-Regulator-Service Test •+I- Electric;'Underground 4.121- Plenums & Ducts; Clearance -Material -Support =Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date ! Card -BI Date C I Date Z /Card -BI Date Card -BI Datef Card -BI Date Card -BI Date dCard-BI Date j Date FINA (Plans) OK except q's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q'sJ7.-Smoke Ext. Steps -Door & Sidelight Protection -Landings Detector - 1Access-Combustion Air t58—Furnace; Vents -Clearance -Comb. Air -Connector - In arage; Above Floor-Ducts-Mech. Protection _ ter Pipe; Test &Anchors -Nail Protection CAQ 1 .W.V.', Test-Fttngs & Anchors -Nail Protection edroom Exiting Tffst, First Floor=Tub Access .F.I. & Bath Fixtures & Tub Access 2nd Floor -Tub Access lec. Trim & Subpanel; Breaker Sizes -Labels rpe; i chors --62.- Stairs & Rails Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Card- I Date Card -BI Date . Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance C BI Date Card -BI Date F Date ELECTRICAL Permit OK except p's Elec. Outlets & Receptacles at Kit. Counter -&-'Garage Fire Door; Swing -Landing -Closer •f?B:�A . Duct in Garage -Damper 20 mer Clearance -Ins. Protection Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 1, Elec. Receptacles Spacing -Lights & Switches at Doors P ., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled Ele , Receptacles in Garage; (G.F.I.)-Romex Protec. 3. Romex Installed Close to Edge of Studs & C.J. nsulation-Foam-Looked in Attic es Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water and Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size 7 F e or -Drat Wo - arth Clearance e 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, I.paulated Neutral ❑Yes Q.Uo Following:instld.: Drive ❑ Yes Walks es ❑ Planters ..Oyes ❑No Service -Riser Conductors 6 G4!!!d.ain Disconnect ucco; Brown -Finish 9.. nels- o ors-Mech. Equip. 7 A.C. Unit;,Disconnect-Clrnces-Brkr. & Cond. Size=115V Outlet lothes Clo et Light=Shower Light 7&—,Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to 0 ngs. _— 7R_p4w Well; Disconnect, Electrical, Plumbing Card B I Date Card -BI Date xterior Elec. Trim; G.F.I. Receptacle -Underground ventilation throughout House ..Card BI Date 8 lass Protection qOrrections from Previous Inspections Date MPCHANICAL (Perrr,it) OK except q's g Test -Meters Tagged; Gas -Electric Ducts; Insulation & Support ' Water &'Sewe nected-C/O to Grade -HD Approval _1�_A.C. _i/32. Vent Fan; Exhaust above Insulation 6 rg-y Compliance Certificate -Other Certificates _ n verflow; Size & Grade 34.*-F�e- Access -Comb. Air -Return Air Vent -115V outlet - & Platform if Furnace in Attic _ Card -BI Date �,� Card -BI Date r _ _ � _a Y C l Date Card -BI Date ( Card -BI Card -BI Date Card -BI Dat Card -BI Date _ Card -BI Date Card -BI Date Comments 'at Final: t Date FRAMIN lans) OK except p's Is; Proper Material An rs_ r _ Walls: Studs -Nailing, Sp g & Bracing -Plates -Sound �^ rrng Walls over Girders & Floor Nailing Walls (rat proof) _ Fire Stops; Furred Ceilings -Stairs -Chase T r 41. Header & Beam-Siz & Bearing 4 H ngers ost s Anchors -Connectors Ing. Joi ies-Purl in Brac. ru hthng.-Rfnq. ireplace Ties or Type _A F ue_-_F'replace Th flit Accesg z o e otect Draft Stop -In . Ba e Bdrm. Windows' � xi - Hat. & Dimensions }'- ••� _. t/$7. Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit:job site), J OK 0 = Not OK - = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) -OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH.Support-Sketch 2. Footings; Size-Depth=Spacing-Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearance's-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except H's 1, Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7, Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10, Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI. • Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date Y Ica ..+,.-.^N• County of -Butte DEPARTMENT OF PUBLIC WORKS 695 Oleander Ave., Chico 343-4211, Ext. 70 7 County Center Dr., Oroville — 534-4541 'Skyway and Elliott Rd., Paradise — 877-3435 CORRECTION NOTICE 10.��.7;C............................1�Z.��-�....`:.... ....... Building or Property Address A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. � ......`....�............ .... ................. ..... '4Ce...... ............: '. .....=........ Datera...:D�A'6?nspector .. .. Do Not Remove This Tog County of Butte `DEPARTMENT OF PUBLIC WORKS 695 Oleander Ave., Chico - 343-4211, Ext. 70 7 County Center Dr., Oroville — 534-4541 Skyway and Elliott Rd., Pari dise — 877-3435 CORRECTION NOTICE .................................�1�....:... Building or Property Address A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. ............ - . ., .... r .......... �..:....:............. --... ��.�..-�004e.;.r............... ........... h ........................................ .............................................................. G ...................................... Date. `. Inspector ... .. :...................................... Do Not Remove* This Tog COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chigo — Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 9- fr- S --o Inspector 09 a LTD Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 2 460 Inspector Date _NOR" COUNTY OF BUTTE DEPARTMENT -OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 ,r.___. CORRECTION NOTICE -cis f BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this mattN, or need additional explanation, please contact this office immediately. _LJ I VV 1 -LIN ` r Inspector_ Date r S ' r Y { l t ' r Y { l ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE W T CURRENT E G CONSERVATION REGULATIONS AT �a �i ra /1 4 a Le l ut o� (loc tib BU ILD ING PERMIT NO. q2 so - K 0 A:,. P. NO. ,,2 THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write.N/_A_if not applicable) INSULATION: GLAZING: Slab Edge- /V Single Glazed Fdn. Walls NZI Special (Insulated)0fle gigzP Floors A) /A CERT. & .LABELED WDS. Walls 9-11 & SLIDING DRS. Ceiling/Roof,9-/.y 4 WEATHERSTRIPPED DRS. Ducts BACK DAMPERED FANS Circulating Pipes INTERMITTENT IGNITION DEVICES APPROVED HEATER CERT. APPLIANCES APPROVED WTR.HTR. I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name (please print) Signature of Insulation Applicator State Contractors License No. Owner Name 16.m45 J. 1me&-k55@1 Signature of (please print) /Owne Date f .� Sta tors License No, !V THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS.LOCATION WITHIN -THE DWELLING. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 -C� APPLICATION,AND PERMIT ASSESS R FJARCEL NUMBER ZON NG BUILDING P O t7di - TEL PHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING A )RS S I CO TR CTOR' NAM ITI 22 70 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace ft ul Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Penalty ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ .�. BUILDING, DpRESS F(�j S PLUMBING PERMIT Filing Fee 00 Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT SUBDIVISION NAME [PARCEL MAP Each gas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee D00 Main service 100 AMP ORV OR LESS5.00 Main service EA. ADD'L too AMP 2.50 NEW CONS. DWEL4R OR ADDNST ( ACCLBI&) 20sgft l N CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one):NEw ❑ I am licensed under. provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NON. RESIDR BRANCH c Rc ITs 2.50 ea CONSTR POWER APPARATUS &) NON-RESID• (SINGLE OUTLET CIR. / Ex. OCCUp(OUTLETS OR FIXTURES 50@25C BAL@tos EX. OCCU FIXED APPLNS. OR p•(OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee .00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 2.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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, judgments, costs, and expe ses hich may in any way accrue against saiC d unty i consequen e t g of this permit. X Date �� Signature of Applicant — 0"06,51 Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or Construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OP CONST. PARCEL PD HD I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above' for which r DIRECTO OFUBLIC B �IL��.i�1�+fA�C)ate Y PERMIT EXPIRES Date &— the applicable provi- resolutions to do fees have been paid. WORKS Q— p,� `l ^2/^8D Te ^yf `1 _'f �A, Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ai RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX,.&,MISC. ONLY) Bldg. OWNER A.P. # , A.• GENERAL Zoning requirements (sideyards and parking). Valuation. _S< -Signature by R.C.E. or Architect (if required). B. PLOT PLAN 1OPComplete parcel size and dimensions. -Setback, sideyards, easements, etc. 34- Other buildings or structures. J�. Grading, fills, drainage. C. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). �! Required windows for second exit.(Sec. 1404). .44.0"' Allowable -glazing for energy requirements (20% max, per.State, ,.500 Human impact glass (Sec. 5406). b! Required room sizes, ceiling heights (Sec. 1407). ;7! G.F,C.I,°s in baths and exterior outlets (Sec. 210-8). o8l"k Light fixtures, switches, receptacles, and exterior receptacle mechanical equipment. Locations of water heater, ating & cooling equipmen , other equipment, and plumbing fixtures. 10. Garage firewall, door size, and closer (Sec. 503(d)(4)). 1 - 3°0" exterior exit door (Sec, 3303d). • Fireplace location. Smohe detectors (Sec. 1413). D. STRUCTURAL_ DETAILS ..ol!" Foundation plan complete enough to construct building. —Floor construction details complete enough to construct build: .oR `Elevations and wall construction details complete enough to construct ouilaing. ••Roof construction details complete enough to construct building. 07:;w rob. ,p55'Fireplace construction details and calcs if over one-story in height. ..k/Sufficient data and details to satisfy energy insulation requirements (State law). E. MIS_�;ELL_ANF.OUS ITEMS TO LOOK OUT FOR —CC -X -plywood on exposed locations and overhangs. Staiv=aay details (Sec. 3305). Cuardrail details (Sec, 1716) . Brick or stone veneer (Chapter 30): Exterior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam, 0%,� 8. Garage door or porch header sizes. Adecj date bracing. Living area over garage - complete 1 -hour separation required including supporting . walls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). NOTES RESIDENTIAL 026-250-048 02 -0228 - PERMIT NO., WILSON, DICK_ 7660 MARTHA LN, PALERMO CONT: DENNIS RAGANS ARBOR BUILT W/O PERMITS r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER mm I JOB FINALED (Date) Signature ✓ = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. 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, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 1 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater r 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 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel- Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped x Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. ELECTRICAL (Permit) OK except #'s 72. 23. Fixture & Transformer Clearance -Ins. Protection 73. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 74. 25. Size Boxes & No. of Conductors Stapled 75. 26. Romex Installed Close to Edge of Studs & C.J. 76. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 77. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 78. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 79. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No 80. 31. Service -Riser Conductors & Ground Main Disconnect 81. 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 82. 34. Smoke Detector 83. Stucco Brown -Finish Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Water Well, Disconnect, Electrical, Plumbing 35. A.C. Ducts Insulation & Support Exterior Elec. Trim, G.F.I. Receptacle -Underground 36. Vent Fan, Exhaust above insulation Ventilation Throughout House 37. Condensate Drain & Overflow, Size & Grade Glass Protection 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Corrections from Previous Inspections 39. Attic Access & Platform if Furnace in Attic Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Date Card B-1 Date Card B-1 Date Card B-1 Date' Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors Card B-1 Date Card B-1 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 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 'ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. 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 Ht. & 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-Undertlr. 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 Card 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, Air -Connector - 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 & Receptacles 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-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romer. 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 O Yes 82. Following Insild./Drive ] Yes 0 NoMalks 0 Yes ❑ No/Planters 0 Yes 0 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 Throughout 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 94. Address Posted 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: AFFIDAVIT REQUESTING DUPLICATION OF PLANS (California Health and Safety Code Section 1985 1) The official copy of the building plans may not be duplicated without written permissiori from the certified, licensed, or registered professional, if any, who signed the plans and the building owner. I hereby request duplicate copies of the building plans on file with the Butte County Building Division for Permit -Number - and the building known as 6�� J —1 `4 (Residence or Business Name) I am aware of the following three provisions of the Health and Safety Code as follows: 1. That the copy of the plans shall only be used for the maintenance, operation, and use of the building. 2. That drawings are instruments of professional service and are incomplete without the interpretation of the certified, licensed, or registered professional of record. 3. That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to, or use of, those plans, specifications, reports, or documents where local governmental agencies, are not authorized or approved by the licensed architect who originally signed the plans, specifications, reports, or documents, provided that the architectural service rendered by the architect who signed the plans, specifications, reports, or documents was not also approximate cause offtthe /damage. , Current Building Owner: / C�t�(�/�%% 11)dvXj Design Professional of Record: Signature of person requesting Printed or typed name of person requesting copies:J .,g -e (e )/ /s o y1 Date: ;?, — 2 ; — c>;t_ Address:, „ n ,g-,�i��/�4 �_ t / I Reason for requesting duplicated set of plans: 00h 9A-c_X Dlspww ' For Building Department Use Owner Permission received - Date Sent: DateReceived- ❑ Professional Permission received - Date Sent: Receipt Number: �g V DateReceived: (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 -County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION! AND PERMIT 02-0228 PERMIT NO. ASSESSOR PARCEL NUMBER 026-250-048 ZONING BUILDING PERMIT OWNER DICK WTLSON TELEPHONE SO. FT. OCC. BUILDING VALUATION 500 6 ,500.00 OWNERS MAILING ADDRESS 7660 MARTHA IN, PATERM0 CONTRACTOR'S NAME DENNIS— TELEPHONE CONTRACTORS MAILING ADDRESS PO RON 9309, DROVITLE 95,966 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 58.50 BUILDING ADDRESS 7660 MARTHA LN, PALERMO Energy Plan Checking Fee $ $ PERMIT FEE $ 168.50 LAT NO. SUBDrWSIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF q Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 11 Describe Work: ARBOR BUILT W/0 PERMITS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR LESS Main Service zoOA OR IES. 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. ���� r License Class �. --)-I Lic. No. 7 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 a . policy en e: Carrier �B'1'1�2_ Q 1/FpS Wh c ' dJi(`!".%.S 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 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 w' those provisions. X Date ©Z Signature of Applicant - b O er bontractor ❑ Agent An OSHA permit is required for excavat ons over 60" deep and demolition or construction of structures over 3 stories in height. Mein Service TO 46.00so WEE200A CCU000A NEW CONST. DWELLING Occup. s° OR ADDNS. ( a AOC. BLDS. 3.50 FT. µR°N ST' MULTI.OuR uT @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES SAL @ I.w Ex. Occup. ourLEE°TSA AFsio.°EA 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 $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 168.50 HAZ. D. F P , OO CDF — CEL HD SU 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 666 ate ®� PERMIT EXPIRES ON -� Date Receipt No. 343148/$133.00SU WHITE-D.D.S.-B.D. CANARY-ASSESSUR' PINK -INS E OR GOL D -APPLICANT '' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 0,? 6 PER IT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER -D / ��� d V ZONING rA+ BUILDINGPERMIT OWNERT C L w ; ) NONE SO. FT. OCC. UILDING VALUATION OWNER'S MAIUNG AIR SS�" , Le q n vy\,o CONTRACTOR'S NAM ^ TELEPHONE Y1 i - qJ CONTRACTORS S Y`GY I �� I S Lv CD CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ -r ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS -i L -C ce ^„ �� ` l'V�InI./-1\! Energy Plan Checking Fee $ $ • PERMIT FEE $ LOT NO. 1.SUBDNWON'S NAME ^ I PARCEL MAP . PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE 8 , .A SF ' 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 vent 15.00 TYPE OF WORK New ❑ Addition ❑ Nei ❑ Utilities ❑ Installs ion ❑ Oth Describe Work: U Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service noon oA mss 23.00 �/ - / / "PSWIT FEE P/lIQ"?:�„_ ��,! �•!� SRIF u�♦ SHERIFF P y OTM. --' =+�+.��/ a . � �•� -��—< � h� AUIi 0VW RECEIVED _ ��,!. A TO a � � co� Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. ,3,550. OR ADONS. ( 6 ACC. BLDS. FT. NEW CONST. MULTI.OUTLET NON-RESID. @7.50 POWER APPARATUS SINGLE OUTLET C1 R. 111N.. EX. OCCU OUTLET OR FDCTURES p @ 1'� BA © .SO FlXED APPLNS. OR Ex. Occup.ourLErs REBID. En 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 Ventilation -PERMIT FEE $ Mobile Home Installation Fee $ ).S.E jE Energy Inspection Fee $ occ CONST. TYPE TO L FEE $ HA2. D. FEES I F D CDF �F 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. Date _ Dare Receipt No. WHITE •D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Fy COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ,4 -1 ) --.) �sY� ASSESSOR PARCEL NUMBEy ©6 -;9 (56- 61�-S Proposed Building Use: ��y� Counter Technician: Date: C' Items required in order to apply for a permit. All boxes MUST be checked OR m4r4ed NA in order to apply. a 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. M 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. [� 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. N� 4. Engineered truss details and layouts in duplicate. No faxes! /1 5. Energy compliance design and supporting documentation in duplicate. P6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. z% .; IRIV. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings ........... :............................................. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other r4.F items needed to issue the permit. (May require additional plan review upon receipt of he f llowing items.) ............. s as shownon the attached Schedule of Fees Due Sheet... � S.(D ement of Intent for Non -heated and A/C Buildings......................................itation and plot plan approval from the Environmental Health Department in Gr (/ 17. City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: O jC (B)Parking: (C) Parcel Check: 2 t4 — p 2 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. 0 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance.'...:......................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been t' rmed of the above ite tris altd requirements for obtaining a building permit. Applicant: ate: Pei r ;-dl] 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letter ❑` phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ counter, b Date: _ Plans approved by: Date:�� _Structural approved by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E. USE ONLY Plot PIal'Artaehaa Floor Plan Attachad Sent to B.D. �. WAso -qUOMri(4nL q t(a"* Gab -a(Zb -O41 Owner Location APLl Plan Approved for: Sewage Disposal Water Supply: Public Private Clearance for dwelling. Other P �. -)P-- Hold P -- Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date Building Permit Number: 02 -0 ZZg Owner Name: Residential Construction'Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ' Paget of 2 Building Permit Number: Owner Name: ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structuresjanJ equipment including overhangs'shall be clear of all easements. A setback of D feet from the side and S feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 4 Y N �� tl �� i►t � �G yd � 4 � t Qj ..CC � W }•1 t�•.1. � 70.)'11 ro AN. oo � b / roo 0010" V8 (OgQ -8V696 d3 1PUE) 8£OIY011 a til0gwAk ilvPWW g°!Ppnq s.1T !L1I i «ACES -32 Ver. 1. 1>>>>========= [ 1087177 ] ==========<<<<TROJAN>>>>=______=_ Customer :"--------MITCHELL Wed Jan 27 15:38:11 19,99 Project #: T25i Truss ID : 28COM Family # : 104 - Span : 28-0 Quantity : 17 Top Pitch : 4/12 ==BLd(1/6/1999),v1.1__________________________________________________________________ FORCES - LOAD CASE #1 REACTIONS - SIZE APPROVED FOR I INDUSTRIES INC., ,.1-2=-2946 5-6= 2787 2-7=-556 1=-1522 3.50 2c3=-2528 677 1937 3-7= 710 5=-1522 -_ . 3.50 4QO�E 4-5=-2946 7-1= 2787 4-6=-556 PLATE OFFSETS (X=LEFTY=TOP):[j7=4,2), 4; 6-5-11 4X4 6-5-11 7-6 iX4 s iX4 AN 2 8.1999 T40. COM1069 CUD Q.3ow 5X8 3X4 10-0 18-0 28-0 10-0 - 8-0 10-0 Wo L. HL TO PK:14-9-1 R. HL TO PK :14-9-1 LEFT HEIGHT:0-3-14 SPAN:28-0 RISE:4-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.800 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 30 10 BOTT 7-1=0.789 BOT CHORD:2X4 No:l&Btr GR DF -L BOTT 0 8 LL.DEFL.@7=0.18 < L/360 WEBS :2X4 STANDARD GR DF -L' -----=-------------------------------------------------------------------------- -------------------------------------------------------------------------------- STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. ' REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DERLECTION(IN.) L.L= 0.18,D.L=0.11,T.L=0.29 I TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PIATC UIICT RE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 TOP CHORD BRACING Q 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD t CONTINUOUSLY BRACED @ 10' 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. f FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. <<ACES -32 Ver., 1.1>>>>========= 1 1087178 ]==========<< <<TROJAN>> >>====_==== . _�_ Customer �_�.__,_.. - =MITCHELL Wed Jan 27 15:38:15 19 Project- #: 125`__ —Truss ID : 28GE Family # : 104 Span 28-0 Quantity . 2 Top Pitch . 4/12 =BLd(1/6/1999)11 ,v1. NOTES: 1 -Gable studs spaced at 16 inches o.c. i 2 -Brace vertical studs n accordance with standard gable end detail 3 -Continuous-bearing provided alon entire bottom chord 4 -Provide 1X4 plates at each end og gable stud unless otherwise noted 3; r 7 6 -; 3X6 P� Ell- • • • 10-0 • • • L. HL TO PK:14-9-1 R. HL TO PK :14=9-1 LEFT HEIGHT:0-3-14 SPAN:28-0 RISE:4-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.l&Btr GR DF -L TOIP 30 10 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT----O----8------LL_DEFL_@0=0_00-<-L/360-- WEBS -----_2X4-- STANDARD -GR-DF_L---- STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING .24 .0 in. o. c.. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L= O.00,D.L=0.0O,T.L=0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10' W O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO -0) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION - I E COUP-1ri � � � � � - ! � ' � | ---- ---� ---- ----' ----- --- '� f~-- �-�---- ---- ---- k .�u \ �] �./r ~�--� ---------- ---- ���------1 � � --_' cc di � | �---- ---- ----� ------� ---- ---- ---- -v-�T 7--- ----- -------�A----�| U-1 Ilk L, LLJ ao. CL 41 �iIII II I14 ---- _- GaT 766u rM�1�R.TNA Coe Ids �,�Lvtiwe� 44. APPROVEL) Butte County 'Environmental Healti Signature t'n 0 WPM *Act 766 u A�.MO.TNA W P�•�JC-S3,t-63/o —1 APPROVED Butte County Envirpnrngiotel Health ®te Signature �otz r NOTE: See the attached woe;�l��¢��t [;nn�tr�sGtion �e�uire�e�t� Pages c,rr.s- r #-�77 '71�04AI MOW k 7W �41 379. 27 - ,,.••;oFt�oN. •,, B /1 /�,�. ,Q O ••••w•.*9/ •ice •••••••••q ►\tt111111111 HN•rry, ,P� '1"'I . _' •• % F I.. •'• pF NE ••� pNAI ENC/ ��•``t► IIIj11 ,•,•. ,�.Ia C' Is y •`Qf •• �E W� •: F.TUCK<c g\ .........• HF a� .�` E OF Mi�'�. MONr ZN CARP; •,, of R -4,. R. F. °y p F Q. q g ..-•• F t� : F• TUCK . , �•� Fo = : y • TUCKER • c' � . '' .7 U 9� : �'� . 9 ��• s .�` P; : ••-.._....,• q,y4 ,. O ... --..., /y .,- �. F,Q a _.• 5 : �,��:�� �a �y>, M�"��� d �o, f . �,, �ot1D f T * ti~: • :aGP ; x} �',. ��ESSip�'•,q GISTEA NO. 1a2>5 _ _ : n"', S. ; Q'• 9i 2 0 c = RAYM = P .4 �' r R. F TUCKER'' RAYM W ti tC� SEAL PROFESSIONAL d• E-5110 !a NO• va \., r OND F. m �' '+ii\ ,„; 0 D ; ti : 4022 -' y10 TUCKER o ' 9 NUMBER - TUCKER t 15716 PROFESSIONAL • o 13 8 ¢ _ ? _ RE 4074 ��ENSEO r �Q �O ��'' c ,�• 467 4314 = c.3 c^ c, Eo •' b •• • F, '�': NE Q�.• , .. •:g' ��., ,o �, �' •.. �vi�,.• 'ate s . srEa I E. •• ' F o' ••`�'aMIAI Ei►� 9 ESS �P d H 8628 d0 ,ro . '. 0z •SQL E9 F TUCKS 87682 c ii,'Q�F��� \ONA.�``� NAL `'OI,,, \►``` %•,,,T,U,C I. DESIGN IN ACCOROANCE•Wli!'i••THE UNIFORM B G CODE 1997 a g�� tIIaQA��dNENTS ��"'"'►~ EDMON. OR DE5�1Vu `````►��\,uu�.. Q\ot►•sioiy/ fn . ; E OF' ti ►car � 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM P •• •��t,�, ••.F Hr LESS THAN 15 FT Design Uplift Vind Pressure (psf) `r 'yam : `t� �o ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING CO i:;��• Simple Span Arens Eaves and Overhangs �U s 21152 ��St .,:•: : R. F. TUCKER R. F. 3• EACH BUILDING PERMIT SHALL BE ACCOMPANIED BY TWO COMPLETELY DIMENSION>EPl fed Unenclosed Enclosed Unenclosed Enclosed E-61529 o TUCKER PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISi1NG AND PROPOSED i R F1� F ' i� `• =1< h Exposure =_ STRUCTURES. i- c :':""""• 4' "".-•. 0 B 10.16 10.16 10.16 21.87 8� ned...••' ►►,►►uu►:air:: A � �, k A/IONA. tl s DESIGN LOADINGS:ES$;��, + rr4 3O 07STE9F : <-Q' • .•�' 'cod ..,�y� � ctif`FC+' ti.+_ E1<;:: ,$�0 B 16.76 16.76 16.76 36,11 ;�, S' .a► �� . 4 ° y 3 S i sv S `S/CJI' ATE �t A. APPENDIX C R 31 DMSION III PA11 COVERS J `�`' ; ° (SEG. Nps �t. 70 C 1736 17.36 17.36 37.40 <ry dA rF�S'i-''. ' t s A ��' 90 C 28.66 28.66 28,66 61.73 W • • "tAR ib\• •a . ! Q;. hw ` * * * rrr UVELOAD: 10 POUNDS PER SQUARE FOOT. 6362 o, �ry t �� REGISTER D 4 20 POUNDS PER SQUARE FOOT : R. F. TUCKER :� Off. ,8440 S PROFESSIO AL 25 POUNDS PER SQUARE FOOT - �+ S 18 FT Design Uplift Wind Pressure (psf) OREGON 30 POUNDS PER SQUARE FOOT :s P• Sr4 ENGINEE 40 POUNDS PER SQUARE FOOT rm oAKo;•: O �C, Simple Span Areas Eaves and Overhangs * * * 60 POUNDS PER SQUARE FOOT .� I 4� No. 452 •�°•°°°• � , �' R. F. TUCKER S Unenclosed Enclosed Unenclosed Enclosed �;, �^ a9 �� WIND LOAD: FOR 0.412 ) SLOPE < 2112 •''••..,r•�.� ►� V No. 0326235 X� p ,Q 22 �O TUC q� �.,`' V • .. ° •o B 10.65 10.65 10.65 22.93 C Design Lateral/Uplift Wind Pressure (psf) a-,�' , u ,� F 0,�, B 17.58 17,58 17,58 37.86; \ 0 C 18.05 18.05 18.05 38.88 Icy m1 Speed Simple Span Areas Eaves and Overha s•°��' ss7ONA } ti .. aQofESSIONAt AGWC rc'RZ - 90 C 29.80 29.80 29.80 64.18 ' : N0. 260 mph Height Zone Unenclosed Enclosed Unenclosed Enclosed: r `" R. CTUCKEII bc� 3.31 02 70 Less than 10' 7.5 7.5 7.5 7.5. c+o E _ s, CIT �Q 90 Less than 10' 11.3 11.3 ll.3 11.3 '•`JV�!�77ER^21 �� 1l) �`OR DESIGN OF PRIMARY FRAME SYSTEMS a+ ENGINES: qlF �r 70 Less than 12' 10 10 10 10 `•. "°°^ F Wqs Cf CAL1E .T;t� , Design Wind Pressure (psf) 90 Less than 12' 15 15 15 15 Oil �� ::1 • p / I I/F�et1;tL�• Exposure B Exposure C .� �`��''•i, I h-reby certify tl ai inls ..t'! : J dC � 9 cerion,prr -ar'- -v 70 mph 90 mph 70 mph 90 mph Jrt •.t�� ('\r9 ,����� �F 10 s B%. COMMERCIAL STRUcTLREs m urri`r 'y `�� s' ,&" - 0 1 '` Lateral 17.4 28.7 fs•Yi' 'y7 at u,-: 0 r :c�!tn,IC O 9 v 1 i 10.2 16.8 0 'fir 20918 slonet : ;�Ineer under the i; ���►�CrS 1 Uplift 10.0 15.0 10.0 16.05 Pro•1210q R UVELOAD: 20 POUNDS PER SQUARE FOOT. of the Stoto of Minnesota• s/Oh •-. = 9'• k,�? 25 POUNDS PER SQUARE FOOT _ yt •,.�••°••�•• N�� �'�.` F. TUC, 30 POUNDS PER SQUARE FOOT R. F TUCKER F,Q 40 POUNDS PER SQUARE FOOT Owe AV �`�,, 60 PAUNDS, PER SQUARE F "" °K9" No. 2:::' •� CERTIFICATE ••��D PROF ° $�' 0 �N 11� ., No 15896 l►, . '': f .T U (`.K .�J`�`Q`� ,/`r�'�y'4. �' p PfjC� ��tNt►`:.. / •;- • I / Q TE REVISION DATE REVISION T� ,�'•. �o srarE of �`'� : G(Nf '•�s'i b�pEM8F09 R. F. TUCKER Cl) I F G► Cv� F� . _ ENGINEER i �Ca\51'F�rt . J a: RORIOA �l<� _ 1833 o i 12733 R� " 27575 _ N W a 13557 �°% No. 7984 ' Q�GISTEREc 85 d R. F. TUCKER _Qi �ciQ Cj\� • Z ; PIROM ONAI ENGINEER; 63 r' _ Enylneeriny Services No. 2053 -7 f, OP : '1,yA* ! '�` fD EN •• Q ` : �/�` - /�, IN C!`���` 9� \QQ i�I'.&,b'ATE �' 1140 All Pro Or1ve �. '���`•'�/CENS'��' �` QR J�1�s>r1 'tllrgl► 0� '�l Okhart. IN 44314 44�`1'S/ •'.....•• �� ��` GC C'14 ' < " ;, D N��ii 'Iir Iyy\\oP`` w , cc) i , 4S! V r3 sTq T Q 1A1 fly �• t F9 4� �� �� v1r ,�3''�3 • .•.- KG ICBG ES EVALUATION REPORT NO. ER-2621P �F !' N0. 8143 C.- *' �� a 8 ''Ins 'fill NONE OR NTNG RAL NOTES PROFESSIONAL ,tom R. F. 0 RF TUCKER FO: _ N „ ` ENGINE S STAMP 2/9/2000 97GN01 OF 2 IVo. 11458 'p IN �� 9 5 3 8 NO. ' Q.;.O :•�` F TUGS' � /B�TA�Tf[Qf � ��o - � i 33793 i bate 'p- A14 .1; .r C�gTERC �c'�C' oA G8 Ff �� c M1NG= S;0NAL�N `''� � i ` NA���O.``�� /ONAL ENS.._ ' rE.j s :0+� v l I that U �, T . ,, ��isrtRPk B �,• t or r,�y' ca►bnorCeportwas ;5 � �a�o PRo��",p' J.�**;RPO SSipy',of NEW or under my direct suPervislon y e�� •• •~• ql :','�p ' T V C • F9J,'•. NO. 14275 R.F. TUCKER • that I am o duly R�6ater�ed E�Oed f ENGINEER I WQ R. F. •;`c2 Q� '�� :`<•: PROFESSIONAL _ a slonal Eng,n6er under the Taws ° = C TUCKER �=' Na p; CBO ES EVALUATION REPORT NO ER -2621P = ENGINEER of the State of Minnesoi"c. : _ z a E� g i g5 • m = 40222 • GfryEER Q,; ,p 33793 ?: R. F. TUCKER f.r_ 63 `�a ' ` E 5110 •;'an'� •���:`i ENSE�•'�, AGES DRAWING TABLE OF CONTENTS to •••, .• • • C .o �-� �C��,. `y n a R No. 22: • g � Or- 55\`��� �% �S'TF � • P` •,. F�;�0 • ... • G� . inN` _ F A At 2 PAGES 97GN01 GENERAL NOTES `f:: o 1UCKF s`o�pt F'rc�yFF s� E�.�. ��a���""'N" ; . Qplessionafp'9, 97GN02 Q ME 'pNOs, C)F Mf��?',. SON T\,vq ..� t Iia 7 oP a � '�/ b � �► C�, * .� •� �.' "= � � t. W o RAYMOND F. m a� RAYMOND 4 21152 2 PAGES 97SC01 STRUCTURAL CONFIGURATIONS iUCXER _ I =0; :' R_ F TUCKER TUCKER R. F. 97SCO2 1 : `,7 : NUmBFR _ 0 1,308 4 PE ofsUCKER� 1 PAGE •..cIyi�..•�oa�%W � i' 'r ' ; �` E 2d�14 �s�f v� �1 ``� �" GfsrEa� 1.0 ROOF PANEL SPANS AND OVERHA ATIO A IAL STR s�0 E� fIOHA ',` a NAL `�% ,•.a• SIDMI'`% o r •• � C ATE 2 PAGES 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES ,•,p�`� ",.,°��P( C. �ESS►C49•-a �1STE,fF� t �'• � SYR AN S I'/� PAGES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES R. F. TUCKER y� SE Al REGISTERED �' = I5 ? I E. t PROFESSIONAL E-61529 PROFESSIONAL 1FAGE 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES •;F R t PE 4074 ENGINEER • NGs t FG/ST06F�, y.•• j���� `�O,Qy61N�� C�� '%,�'or 9 . 4523 v A PAGE 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES ^••.t, T' f, , FS ' Fa .. ' �. N � , . No�on,Ai,.t„••.: c< TU Nil 1 PAGE 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE ► : ` o.� AGES 97CDOI CO ENT PARTS AN CTION DETAILS NO. 26070 �t �v 3-3r•o'L CIVIC glFGf CALIF�`��' *,oOl, REG%s... cage l , Q tQ-- F91 � 20916 PAGES pe No. 1458 R. F. TUCKER Fs. .t a-. =�` • •Len>cc TVA. �.......R. .i No. 032085 ",D , �\AGI tVf£� .���� � �'RfGISTEYFO \'a� C`'.\ yQJ`� �`fy `,jam ; .v .�L•a f�� ��- � � R. r 4 �., .. c,. , s .._..__........ 8440 �, PROFESSIONAL ES.% ti o t ? � r .� 6362 rbcs: r, OREGON c p vrNo.12)09' R. F. TUCKER - �,' �y 1 '� r S G l R. TUCKE.a ,°3 = 0.2132,..' �C; Sj? tib. `G n V. ENGINEER / - �G' O io �I� i Li` l ":,j;' ..AL' . r s� F 1; :� ` t 4 E. . (j �� 8` N0. /,�a�. •A 0,;/� _�' s•, r' DAK�' /////111111=�` '`F •- ,Q Sr 22•'�F'Z '.\. Vi? -E .•w•• '�'e,4�Oiaw�” TOC k S Y .. i `�s- /4)T / COMPONENT THIIBUTARY WIDTHS FOR SUNGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OVERHANG IRoUNnFn I Tat FROJ. (FT) i. 6. 0' 1 2 OVERHANG 3 4 (FT) 5 6 7 B 3 4 4 5 WA WA WA WA WA 7 4 4 5 5 WA WA WA WA WA 8 4 5 5 8 8 WA WA WA WA 8 5 5 a 6 7 WA WA WA WA 10 5 6 6 7 7 8 WA WA WA 11 6 6 7 7 8 8 WA WA WA 12 6 7 7 8 8 9 9 WA WA 13 7 7 a 8 9 9 10 WA WA 14 7 8 a 9 9 10 10 11 WA 15 -8 8 9 9 10 10 11 11 WA 18 8 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 18 9 10 10 11 11 12 12 13 13 19 10 10 11 11 12 12 13 13 14 20 10 11 11 12 12 13 13 14 14 21 11 11 12 12 13 13 14 14 15 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 15 15 16 24 12 13 13 14 14 15 15 18 16 S 13 13 14 14 15 15 18 18 17 26 13 14 14 15 15 16 18 17 17 27 14 14 15 15 16 18 17 17 16 28 14 15 15 16 16 17 17 18 18 29 15 15 16 18 17 17 18 18 19 30 15 16 16 17 17 18 18 19 19 31 16 18 17 17 18 18 19 19 20 32 16 17 17 18 18 19 19 20 20 33 17 17 18 18 19 19 20 20 21 34 17 18 18 19 19 20 20 21 21 35 18 18 19 19 20 20 21 21 22 38 18 19 19 20 20 21 21 22 22 37 19 19 20 20 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 39 20 26 21 21 22 22 23 23 24 40 20 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 21 25 42 21 22 22 23 23 24 24 25 25 THIS TABLE MAY BE USED FOR COMMERCIAL. PATIO OR LATTICE STRUCTURES CLEARSPANS FOR 3 X 8 RAFTER WE PANEL 24' O.C. 70190 1 OVER LOAD 7 HGHT A MPH HANG 10 0.036 234' 11'4' SCROLLCOLUMN 0:02T x r-S0L)ARE%CLUM-C000MR 0.042 2T-2' 13'-r 20 0.036 14'4' w -w 174' 0.042 17-101' 7-11' 25 0.036 11'4- T -r 4" SQUARE STEEL COLUMN 0.042 1 r-9" V-10' 30 0.036 7-9" 9-11' 21'-1' 0.042 1 s -T V-1' 40 0.036 r -r 94T 11' 0.042 11'-9' r4r 60 0.036 r-1 r I W-111" 17 0.042 T-10' T -r CLEARSPANS FOR 2 X 6 RAFTER LIVE PANEL 24' O.C. 70190 OVER LOAD 7 HGHT A MPH HANG 10 0.024 13'-r V -r SCROLLCOLUMN 0:02T x r-S0L)ARE%CLUM-C000MR 0.032 15-1' 74T 20 0.024 7.10' 4'-11' 174' 0.032 13'-2' 9-7' 25 0.024 V-10' 4'S 4" SQUARE STEEL COLUMN 0.032 11'-9' 51-10' 30 0.024 T4' 3'-10' 21'-1' 0.032 1(r -9r S-4' 40 0.024 s-10- r-11' 11' 0.032 7-4" 4'4' 60 0.024 WA NIA 17 0.032 T4' 3'-10' TABLE 4.3 FOR 10 PSF DOUBLE RAFTERS MAY BE USED 48' O.C. I AOLC "o T AL3Lr- 4.0 4.0.FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES LUV= COLUMN SCHEDULE MAX -COL FOR ATTACHED LATTICE COLUMN FOR ATTACHED LATTICE ON SLAB PATiO STRUCTURES HGHT A 0.024' x 3 - SQUARE ALUM COLUMN 11'4" 8 0.037' x 1 1? SQUARE ALUM USING COLUMN 'A' ALLOTH EN SCROLLCOLUMN 0:02T x r-S0L)ARE%CLUM-C000MR 9-T 11.1' -8- C 0.04 r x 7' CLOVERLEAF OOLUMN 17-V D FLUTED COLUMN ALUM. O.OBr 174' E r CLOVERLEAF STEEL 0.048' 17-M F 7' SOUARE STEEL COLUMN 173 G 4" SQUARE STEEL COLUMN 12.0' H S SQUARE Sii$ COLUMN 124r J 8- SQUARE STEN COLUMN 124r I AOLC "o T AL3Lr- 4.0 4.0.FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES LUV= TRS MAX 6JN COLUMN SPACING 3W STEEL C BEAM LOAD WIDTH FOR ATTACHED LATTICE ON SLAB MAX CONS. FOOTMG SIZE G 12 MAX COLUMN LENGTH 117 HEADIER MUST BE ABLE TO SPAN COLUMN ATTACHED USING COLUMN 'A' ALLOTH EN FTR M" T-9' 94- SPACING MAX LENGTH OF COLUMN 27 D COUJMNS 83 ]FREJEE 1f COLUMN I V4- 10'd 9- 28 28 ON SLAB 9 T1' TYPE 90 NPH 101 OR LESS 29 10 4' 21'-1' 274r 2S -r 293' 23a 29 29 E 11' T 16•-10' 1r -r 27x' 21*'4T 3D E 17 S$ 1'4- 9 lr-1' tr4' 1r4r 1T4i 13 6-1' if 5'-7' 20'-2' r 1r-1' it -r 14'-r 164r 27-2' 29 24 C 31 V 101-r 11'4r 17-9' 13'-1` 20'-9' 28 24 C 1B 7 74' 7A" 111-4' i 1'4' 17-r 28 25 c 181- 101 V -w V-10' 117J- 17.6- 18'41 28 26 c 17-1' 11' T4' B4r 7-4' 91-6' 1T4' 27 25 C 33 IT r4r T4' 8'4' V4r 19.11' 27 26 c 64" IT 94' W -W T-101' S-1' 16.3' 27 27 C 27-7 IN 94r 9.4' T4' r -w 15'-8' 27 27 C 6'-1' is s -r 5-10' 9-10' r4r 1S-2' 27 27 c 11' 18' S3' 5*4' 9S 9-r 14r4r 28 28 c 19-11' 1r 514r s -r Tor 9-r 14'3- 28 23 c 25 1S 7'4" 4'-11' S4' 51-1o' 17-10' 28 28 c IV 17 - 4'4" sS 5'4- 13'-6' 28 28 C 14'3 201 IV 20 S-1' S3' 13'-1" 29 29 C 22 21' 13'5' 38 4'-10' 947' 17-9' 29 29 C 23 27 C r47- 4'4' 4'41" I 1T8' 29 29 C 90 NPH 17 OR LESS 22 10 r 21'-1' 274r 25-r 293' S-0" SS 23 22 _ 19-10' 1r -T 20'-W 21.47' 9'4" 4'-10' 25 V IC -1' 17'4' 1T4r 1T4' c 10-0' T 17-11 1 r -r 14'-r 1 s4r 17-1' 30 25 c 8•-4' 9 101-r 11'4T 17-w 17-1' 1T-10' 29 25 C 9 74' 94i 11'-4' 1 T -Ir 19-10' 29 26 C 101 V-7' 8'-10" 101-r 1014' i5-11' 28 26 C C 11' r4' V4T 9-4" 94' 153' 28 27 C 21 IT T4T r-4' 8'4' 8141' 1r-7' 28 28 c 23 13' 94' V- r T-10' 8'-1' 1 r4r 28 28 c 6'-10" lr 94r e'4' rte- r4r 174" 28 28 c C 1s T -T S-10' 9-101 r4T 17-M 29 29 C 19 IV S3' S4" e'S 8'-r 17-r 29 1 29 C 10 Ir S4r S -r 9.0' - a'4' 173= 29 29 c IV V4' 4'-11' 94' 51-10' 11'-11' 29 29 C 19 r4' SS S4 11'-r 30 30 C 201 r4' 9-1' S3' 1 l -r 30 30 C 21' r-101' 94r 11'4r 31 31 C 22' r4' 4'-9" 1U -r 1 30 30 C 20 r 11'-1' 11'4- 175 13'4' T 9-10' 73' 10'-9' 11'4r 9 T-4' T4' V-11' 9-r T 94' 6-r T4" T -to' 19-1' 30 25 c 9 S4' T-9' 8'4' 9-1o' 1T-10' 29 25 C 9 r-11' s -r s-11' 9-1' 15-10' 29 26 D 101 4•-r s-4- 5'4- 19-11' 28 26 D 11' r-10' S4r 193" 28 27 D IT r4' 4'-r i s -r 28 28 D IT IC -r 28 28 D IR 17-C 28 28 D is 1.74r 29 29 D 19 17-r 30 30 D 1 T 173' 30 30 E IV 11'-11' 30 29 E 17 11'-r 30 30 E 29 113' 30 30 E 21' 11'4r 30 30 E 22' 10'-9• 1 30 1 30 1 E COLUMN SCHEDULE FOR FREESTANDWO STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTISPAN STRUCTURES COLUMN NOTES E S -r MAX COLUMN LENGTH F 11' MAX COLUMN LENGTH G 12 MAX COLUMN LENGTH 117 N MAX COLUMN LENGTH I AD= 4.6 ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN 'A' MAY BE REPLACED W/ B -J 'B' MAY BE REPLACED WU C.J. ETC. LINEAR INTERPOLATION FOR ALL CALCULATIONS IS ALLOWED LINE - tRIB NVc COLUMN SPACING FOR 8- ROLLFOFJ ED C BEAM LOAD VYIDM AITAClED PATIO ON 91.08 TMX CONS. FOOTER SIZE USING ALL COLUMN FREE ATTACHED COl1JN %1- O71fA3 SPACING ,` FTR FTR MK MAIL COL 1J10TM ON V Y . COL. iec� irn « •nor n� Ni'ef [tl► fN1: t'.YPE S 13.3- 10'11" IT -r uwnet o.arr x r x e7' Hrrucw LOAD 6' 16'-r 8' 11'-(r 9-1' 11'1' 10'11' 1T -r 74± 94" T 9S T-9' 94- 26'1' 27 27 D V 83 V-10' 8'41- 253' 28 28 D 9 T1' 6-1- T4' 27'3 29 29 E 10 V -T 5S Q3 23a 29 29 E 11' 8'-cr r-11- 6'-7 r'-11- 30 3D E 17 S$ 1'4- 5'4- 21' 3D 30 E 13 6-1' if 5'-7' 20'-2' 31 31 E 14' 4'-9' 16'-11 r-10' 195- 31 31 E 15' 34 17' 4'$ IV -v 31 31 E 1B 38 20' 26 18-r 32 32 E 1T 27 181- i 1T -r 32 32 E 16 35 21' V-10" 17-1' 33 33 E 19 WINDSPEED 10' OR LESS SS 194' 33 33 E 20p X-11' 5 13'3- 19-T 33 33 E 70 MPH WIN 0.' 1 I I .i1• uwnet o.arr x r x e7' Hrrucw LOAD 6' 16'-r 13'$" 1 5' 13!-r 10'11' 1T -r 74± 94" 6 11'47' 9-1' 11'1' 8'-1P 94" T 93 7'-97' 94' 27'r 31 8' 8.3 6'-10- 8•$ 271-1' 31 9 T1' 9-1' r -r 2p-10' 30 1 p a, 'r 5'S 614" 19.9- 31 Ill B-0" V-11- 6'-2" 18-10- 31 12 54' 84- S4" 18'-0- 32 13' 6-1' Is 5'-r 1T1` 33 14' r$ if r-10" 164" 33 15! 38 1T 4'4- 16'-11 34 IV 37 IV 25 1S -r 34 17' 37 19 9-11' 15-11 34 1S 38 20' 26 14'4' 34 19 37 2l • 27 181- 35 2p 1 38 4' 8'4- 13'-11" 35 21' V-10" S if -11' 13-7- 35 90 MPH WINDSPEED 10' OR LESS SS 4' 19-r 13'4r 1 r _. X-11' 5 13'3- 10'11' 1T -r g 8'4' 64" 9-1' 1T---10- -32 ,3 8'4" T 9S TS 94' 27-7 30 8' V-7' V-10- 94' 2(7-9- 30 9 T -P 6'-1' T$ 19-r 31 10 V -r 51S' V-9' IT4r 32 11' 8'4r 4'-11" B -r 1T4" 32 17 S$ 4'$ 514" 19-11' 33 13' 5-1- 170 5* -7' IV -T 33 tr 4'47' 25 4'-10" 154' 34 IT 10-0" SS 4'4" 1S -r 34 IV 25 - C 14'4- 34 17' 9-7 25 21 14'3 35 IV 20 C 13'-10" 35 l9 25 22 c 13'5' 38 27 C I 17-1' 36 S 1T3- 10'11- 1T -r uwnet o.arr x r x e7' Hrrucw LOAD 6' 1114r 9-1" 11'1' (PSF) (IN) T 9S 74± 94" 19-1' 32 8' 8'3 8'-1P 94" 1T-10' 32 9 T1' 8'-1' 74' 18'-10' 33 10' V -r SS 8'49' 15-11' 33 11' 6'4r 0-11- V -r i93 34 17 64" r4r S4' 1r-7' 35 1T 6-1' S -r 14'47' 35 1'r C -P 11'-10' r-10' 174' 36 Is 0.036 B'-0" Tor 17-T 36 if ta-B" 29 25 12-r 38 1T T -T 10'-r 26 IZ-7 37 IV 25 25 C 11'-1 Y 37 19 9-11' 26 26 11'-71 38 20' 26 C r4' 11'3' 37 2l • 27 27 C 11 11'd 1 38 4' 8'4- 77 F-11' 10'4r V-10" S if -11' 5-4' T -t' 27 27 B SS 4'4T 5-11" l0' -Z` 26 T X-11' 9-r S-1" 1g-1" 32 g 8'4' 64" 9-1' 1T---10- -32 ,3 8'4" 25 22 18'-101 33 1p 6-0" 8.3 25 1s-11' 33 11' 23 22 C 15-7' 34 17 74- 23 23 17'-r 35 17 23 C 4r4r tr4r 35 le 23 23 C 13.4- 38 16 C 170 38 29 30 30 31 31 32 33 33 34 34 34 34 35 35 30 30 31 32 32 33 33 34 34 34 35 35 38 36 32 32 33 33 34 35 35 38 38 38 37 37 38 37 32 32. 33 33 34 35 35 38 38 D D D D D E E E E E E E E E D D D D D D E E E E E E E E D D D D D D D D D E E E E E C E,, ' C E��p E E, .40 E 2 1/r x 8' ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES TRIS 0.GNr x 3' x IV t�woN�c uwnet o.arr x r x e7' Hrrucw LOAD "r YNOTH MAX CONS. FOOTER SIZE MAx CONS. FOOTER SIZE (PSF) (IN) NPH COL fREE ATTACHED COUJtiIN FREE ATTACHED 0.018 H(PSF) 13'3" Sa FTR FTR IAN. SPACING FTR FTR M R • 9-11" V Y COL. "T Y COL o.o32 (Fl) i (HT1 pNU (►+f TYPE (FT) (•� (IU TYPE 70SOOY ORES 10 W -u- ! 1r-1" 28 24 B 133' 27 23 8 5*4r S-0" 117-7- 27 25 B 11'-10' 26 24 B 0.036 B'-0" 111'$ 26 25 c ta-B" 29 25 B 0.020 7S T -T 10'-r 26 26 C l0'-0" 25 25 C 174- 17'4' V-cr 9-11' 26 26 C 91' 28 26 C r4' 3'-T 94T 91' 27 27 C V -t O" 28 28 C 7'4' 10'4r V-10" 27 27 C 6'1' 27 27 C 40 20 4'-0' l0' -Z` 26 21 C 9-r 25 21 c 0.024 8'4' 64" 9-1' 25 22 c 8'4" 25 22 c 17-11. 17-11' 6-0" 8.3 25 23 C T-9 23 22 C 93' r -r Tor 74- 23 23 C T3' 23 23 C 4r4r 8'-0" 947' 23 23 C V-9. 23 23 C 947' ! B4r 25 23 C 8'1" 25 24 C 10-0" SS 25 24 C S-0' 25 - C 25 1'-0• 9-7 25 21 c V -r 25 20 C S-0' C -r 25 22 c 7*4' 23 21 C 64r T3 23 22 C r47- 23 21 C 7'4T 6'3 23 22 c 64" 23 22 C S-0" SS 23 22 C 54" 23 22 C 9'4" 4'-10' 25 22 C S -r 25 23 c 10-0' T-7- 25 22 c 30 4'4' 8•-4' 25 20 C T-107' 23 I'd C 5'-0' 71" 23 21 C Tor 23 2D C 6•.:' 6'-1" 23 21 C V-5" 23 21 C T-0" 53 23 21 C S -r 23 21 C e' -P 4'-r 23 21 C r-10' 23 21 C V-11- 23 18 C 6'-10" 23 18 C 7404'4T S-0' S4- 22 19 C 5-10' 22 19 C Nr1I- A --r Yl 19 C V-11' 22 19 C E,, ' C E��p E E, .40 E 2 1/r x 8' ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL IT HEIGHT LOAD "r 70 90 OVER (PSF) (IN) NPH NPH HANG 10 0.018 13'4' 13'3" 9S 0.020 14'S 14'-4' 9-11" 0.024 193' 193' T-10' o.o32 18.4' 18.4- 8'-r 0.036 17-4' 174' V-11' 20 0.018 7-9" 741' 7'4' 0.020 10'5' IV -W 5*4r 0.024 11'4' I T-ir S4" 0.032 1r-1' '14'-1' 9-10" 0.036 15-1' 15-i' T-1' 25 0.018 a'-9' a•-9' r -r 0.020 7S 9S 4 o.o24 10'-r 101-r S-1' 0.032 174- 17'4' 9-1" 0.006 13'-7' 1 13'-T 9-7' 30 0.018 T-8' r4' 3'-T 0.020 8'4' 8'4- r-1" 0.024 7-9' 7-9' 7'4' 0.002 11'4' 11'4' S -T 0.036 174' 1741 947'' 40 0.018 S-110' s -1o' 2'4' 0.020 9-11' 9-11' 3'3" 0.024 8'4' 8'4" r4r 0.032 101-2' 19-r r -to' 0.036 17-11. 17-11' T -r _ 60 0.018 4'-1' 4'-1' l' -to' 0.020 8"3' 93' r -r 0.024 Tor r4r 3'4P 0.032 8'S 8'S' 4r4r 0.036 947' I 747' 1 4-7 " TABLE 1.4. -....Tr VARIES _... ieRIFS. SEE SCHEp11LE5 r 11%wVf L. I I/L DRAIN n� OPT. 3 1/20 CONC SLAB' " ��7dtd SEE NOTE # 5 ON � SHEET 97GNO2. MULTISPAN ATTACHED QWLMED STRUCTURE FOR COLUMN SIZE SEE 'COLUMN SCHEDULE" NOTE: PATIO WIDTH VARIES W/ SELECTION OF HEADER, NUMBER OF COLUMNS FASCIA AND LOADING CONDITIONS. SEE HEADER SC. �EDULES FOR MAX. COLUMN SPACING. 'ESWDE 1 1/2 SPAB.3 1/2m C nun r en.0 [ccrrrum�un .� .......,. _ . PLACE. 1- .1 D FASCIA OPTIONAL 3 1/2 - CONCRETE /2' CONCRETE SLAB SEE NOTE t 5, SHEET 97G 02.. SEE SCHEDULE FOR FOOTING SIZE FOR COLUMN SPACING SEE TABLES 2.1, 2.5, 4.1 OR 4.2 z.vv�rt rIv � = 1/2'0 STEEL BAR 0 18' W LONG = E NOTE #7, SHEET 97GNO2. SEE SCHEDULE FOR FOOTING SIZE °d" = TYP. CUBE SIZE PANEL 'd INSTALL III COLUMNS— VERTICALL DRAIN OPT. 3 1 CONC. SLAB °d r -d= 7; SEE T 97 5 ON _— SHEET 97G 02. —1—J MULTISPAN ATTACHED STRUCTURE PROVIDE 1 1/ DRAIN SEE 51.n� �"-- LENGTH VARIES OF PROJECTION MIN. LENGTH 759'° FASCIA_ END FASCIA 1/2"0 STEEL BAR ® 6' LONG SEE SCHEDULE FOR FOOTING SIZE - d' IS TYP. CUBE SIZE END FASCIA HEADERR MAX. L OVER PANEL 10, OVERHANG= 25% COL. 0 SPACING w . z �l OPT. 3 1/2- CONC. 'd SLAB -SEE SEE SCHEDULE FOR - NOTE # 5 ON . FOOTING SIZE 'd' "d" SHEET 97GNO2. SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE DATE REVISION DATE REVISION Engineering ServicesNo. �mc'�` All P Drive Elkhart. IN 46514 `r1,9 V i V ; .: \ ;�/ ' KG ICBG ES EVALUATION REPORT NO. ER -2621P -'-7-SEE SCHEDULE F �`„'`� NONE. OR ��UCTURAL CONFIGURATIONS - FOR •FOOTING SIZE. - _ .... _ - r _ _ E EERS STAMP 97SC01 .aa `OnF 22/8/2000 w 41 L�., low JA '�`�•T ei GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) NOTE: EXPOSURE 'B' HAS TERRAIN WHICH HAS BUILDINGS. FOREST OR SURFACE IRREGULARITIES COVERING AT LEAST 20 PERCENT OF THE GROUND LEVEL AREA EXTENDING ONE MILE OR MORE FROM THE SfTE. 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: Fc=2500 PSI 28 DAYS. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE COLUMN 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. 17. PATIO STRUCTURES MAY. BE ENCLOSED WITH INSECT SCREENING. 18. STRUCTURES MAY BE ATTACHED TO RAFTER OVERHANGS PER SCHEDULE. 19. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL. OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH U.B.C. SECTION 2004.3. 20. ALL SCREWS CONFORM TO ANSI 818-6-4 AND SAE J933. 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 GENERAL NOTES FOR LATTICE STRUCTURES: BY A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 97SCO2 BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF AND 97LT01 THRU 97LT06.) 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 1. SEE GENERAL NOTES. SHEET 1. SECTION 4 FOR LIVELOAD AND BUILDING OFFICIAL WIND LOADS. 7. ALUMINUM BOLTS TO BE 2024—T4. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. 8. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES. 9. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 10. STEEL BOLTS SHALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR 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. R REVISION DATE REVISION r c:i. 14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. /�c I " ' 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 Q7 N0. 2 > DIVISION III OF THE UNIFORM BUILDING CODE. 1 Z'I�ISgEngineering > 4o. All Pro Services 16. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE Elkhart. IN 46514 Drive 31.0 THAN THE FIRST INTERIOR COLUMN. sl C v \� /� KG IC90 ES EVALUATION REPORT NO. ER -2621P DRWNG C .0E OR PART GENERAL NOTES NONE NAME SHEET _ EN N _ =2--8- 2000= E . SSTAMP—97GN02—2=0F--2 - _ _ k ,., , LATTICE OVERHANG 16' FOR 1 1/2' X 1/2') A jlp�E:`oT 0� 3 /2' OTE COONC. 5 ONSHEET97GN02 SINGLE SPAN ATTACHED LATTICE STRUCTURE it MULTISPAN FREESTANDING t-1/TE X EL ALONG QBE SEE SCHEDULE FOR - FOOTING SIZE O'HANG— FREESTANDING STRUCTURE BHANG —+ RAFTER NOTE: SEE TABLES 4.3, 4.5, 53 AND 5.4 6' MIN. O'HANG RAFTER NOTE COLUMN HT. r d' O�rt� i -I 3'X 8'X 12 GA. STEEL C' BEAM FOR BEAM WRAP P OETAIL. SEE SHEET 97LTD3. DETAIL 'L23'.�4, OPT. 3 1/2' CONC. SLAB---**" FOR FOOTING SIZE :r QQ SEE SCHEDULE to STC Tt_ A •y •d. 2" X 6 1/2- OR 3" X 8 ALUM. RAFTERS 0 24" 0. C. LATTICE: 0.018" x1 1 /2" x 1 1/2' MAX O'HANG 25x OF 0 3" O.C. 2 x 2" ® MINIM M OR / 4 0. MIN. COLUMN SPACING SEE SCHEDULE FOR COLUMNS. ALL COLUMNS TO BE INSTALLED VERTICALLY. OPT. 3 /2" CONC. MAY HAVE MORE THAN SLAB. 2 COLUMNS. 3 1/2' CONCRETE SLAB. jttS TW / TW Tl o NO i `rI9 _ TW TW -I 6 0 ATTACHED STRUCTURE ._(TW) nTAf.PAM IN AO >MAX. RAFTER SPAN (CLEAR SPAN) TWO OR MORE SPANS X 6 1/2' OR .3' X 8' ALUM. RAFTERS O 24' O.C. �F `ifs t vial h "�W"j PLACE 1- 1/2' 4X 6' STL BAR AS SHOWN SEE SCHEDULE FOR FOOTING SIZE. SION I DATE OF CLEAR SPAN REVISION Am%az Engineering Services 1140 All Pro Drive Elkhart, IN 46514 DRAWN Or AJF ICBO ES EVALUATION REPORT NO. ER -2621P NONE OEC STRUCTURAL CONFIGURATIONS urr— -tea g� ®� /�i�yg - • r App io 00 10 HEADER (3006-H391 ALUM. ALLOY) r 1 ill OR 2' O LATTICE .048 MIN. (3105-H25 ALUM. ALLOY) !l: .0265' O RAFTER do SIDEPLATES 11 AN u (3006-H391 ALUM. ALLOY) L4 COLUMN (3006-H391 ALUM. ALLOY) 4- 18 SMS EACH �Iti RAFT HANGER ti 4-J8 1 7 8' EACH SMS X k SEE TABLE SlyAT RIGHT. 15/18 1�'L 2 1/4 �I 13RAD ET USED W\2' X 6 1/2' RAFTERS BRACKET USED W/3• X 8' RAFTERS L7 RAFTER TO HEADER CONNECTION BRACKETS (6063-T5 ALUM. ALLOY, Y=.060-) 3.00 0.72�1.56- 0.72 0.93 �- 0.72 --� 0.28 0.931.56 3.00 0.37 0.72 -� 0.17 T (IN)= 0.030, 0.040 (ALUM) = 0.048 (STEEL) - li4IE: COLUMNS MAY BE TRIMMED W/FLEX- _ _ ALUM. FACING. Q 3' ALTERNATE COLUMN (3003-1-116 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) ASTM A-653 Fy=40 KSI © STEEL CONNECTOR FOR WOOD COLUMN CONNECTION #8 X 2 •-SMS FOR 1 1/2' LATTICE- / 8 x 2 1/2' FOR 2• LATTICE IN '-ALUM. RAFTER L9 LATTICE TO RAFTER CONN. 3"X 8" ALUM. HEADE 2'X 6 1/2-X .024' ALUM. SIDEPLATE-S-i S 3" x 8" HEADER CONNECTION HEADER HEADER DETAIL I MAXIMUM MAX FASTENTING GAGE I WIND LOAD TRIG .042 3' x 8' L1 90 MPH 6' 2-#8 SMS EACH BRKT. 3' x 8' PATIO 10' 3-#8 SMS EACH BRKT. .036 3' x 8' L1 90 MPH 5' 2-#8 SMS EACH BRKT. 3' x 8' PATIO 10' 4-#8 SMS EACH BRKT. .032 DBL 2 x 6 L11 90 MPH PATIO 10' 3-#8 SMS EACH BRKT. .094 8' STEEL C L23 90 MPH 22' 2-#14 SMS EACH BRKT. 90 EXP C 10' 2-#14 SMS EACH BRKT. ERNATE 2- 2-X 6 1 /2' CERS IN PLACE OF ' 8' HEADER WITH 5T do SIDEPLATES 3' POST ®ALTERNATE 2-2' X 6 1/2- HEADERS 3- #14 SMS EACH SIDE 3- #14 SMS EACH SIDE 1-1 WITH SIDEPLATES 2i(6 1 2�( 12' 750' #10 SMS 0 6',12' OR ALUM. RA TER HAJrGER .375' 9. O.C. FOR 6'.12', do 0 16. OR 24' ROLLFORYED .291' 18' PANELS O.C. HEADER E0* 2'X 6 1/2' ALUM. FASCIA �- ,y,6 �1 SMS 6' O.C. FOR 6 do 12 PANELS - 9 O.C. FOR 18' PANEL ® ALTERNATE -DECORATIVE 1.0 ' FASCIA TRIM 5.406' tr __' STRUCTURAL PAN 6'. 12' OR 18- WIDE .079' .079' 2.725' 109' D ALASKAN EXTRUDED HEADER �`7K-�,(6061-T6 ALUM. ALLOY) R 0 17 1/2 PLASTIC„ . SEE SCHEDU OER FOR SIZE TERNATE 2- 2'X 6 1/2- HEADERS IN PLACE OFHEADER SPLICE MUST BE 3'X 8' HEADER WITH CENTERED ON COLUMN POST & SIDEPLATES 2- /14 SMSo SMS INTO i ;SMS: KmEACFI BOX SECTION 3'X 3' POST SLOE NOTE USE PLASTIC PLUG TO FILL 1/2' Dill 3' X 8' HEADER 1 T ACCESS HOLES USED WHEN ATTACHING i c i S -MS. INTO ANOMER BOX SECTION IN WHICH 2- 2' X 6 1 2' SIDEPUTES THE SMS LENGTH WOULD EXCEED 2 1/2'. 'X 3' ONE EACH SIDE OF i i L10 COLUMN COLUMN L11 PLASTIC PLUG DETAIL ALTERNATE 2-2' X 6 1/2' HEADERS L16 HEADER SPLICE DETAIL 3.0” 37°1(4) I 3 .688'(4) 3.0° I ( TYF. fti4) .094 10" R X •7 '(4) 10' HIGH ALUMAX 681'(4) I I.D. .437'(4) - I . .125 RAD. .020' DP. (36) x 70' .062' RAD. (20) (12) .187' RAD.(16) L31 FLUTED COLUMN.187- ALUM. 6063-T6) 't' = 0.062' UNLESS OTHERWISE NOTED 3.00 0,72 1.56-10.72 0.93 �- 0.72 -�-I 0.28 0.93 1.56 0.37 �-- 0.72 -0.17 T (IN)= 0.024, 0.030, 0.040 (ALUM) = 0.048 (STEEL) COLUMNS MAY BE TRIMMED W/RE(- ALUM. FACING. L30 3ALTERNATE COLUMN (3003-1-116 ALUM. ALLOY OR A-446 Fy=40 KSI STEEL) 3.00', 4.00' .188' 5.00' OR 6.00' TYP• 3.00', 4.00' 5.00' OR 6.00' L32 3", 4", 5" OR 6" STEEL COLUMN Fy=36 KSI DATE I REVISION I DATE I REVISION Engineering Services cm ' 1140 All Pro Drive NO. �'�'� Elkhart. IN 46514 KG ICOO ES EVALUATION REPORT NO. ER -2621P URAVANG COMPONENT PARTS & CONNECTION DETAILS G f h; SEL NONE �E ^�_PATIO_A�_COMMERCIAL_LATTICE_STRUCLURES ENGIN P 2 8/2000 97LT03 '� �j DEPAR py I rItN .�,L d 5/16' BOLTS W/ 1' DIA. - x 3/32' THK. STL. WASHER . 5.5' TO 8' STEEL 'C' BEAM - SEE TABLE 8.4 COLUMN E4 .575 2.35' FOR QUANTITY .750' L"It 100' -ff - 2.5' 1.0' .750' �I .5/16' BOLTS SEE TABLE 8.3 COLUMN 'M' FOR QUANTITY .048 x 3' x 3' STEEL POST :,05:6 3"X 8" BOX BEAM WRAP ®ALTERNATE 3" SO. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) "X 8"X 12 GA. BEAM L23 3" X 12" X 12 GA. STL. 'C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM DETAIL 3" X 8" - 1 FOR ATTACHED STRUCTURES COLUMN TO WRAPPED 3" X 8" X 12 GA. 'C' BEAM HEADER CONNECTIONS - DATE REVISION DATE REVISION _SS. r Q7 tf s Engineering Services NO. 1140 All Pro Drive Elidm A. IN 46514 trr KG IC80 ES EVALUAnON REPORT NO. ER -2621P 9 X'. COIIF'oNExT PARIS & CONNEcnON DETAILS �, t► �E NONE OR P� FoR PATIO Ac COMMERCIAL UTT1cE STRUCTURES .E. EERS-STAMP -2/8/2000- -—97L-T03 �. 3' OE 4. �V �ft�RA Ppo VP 3 #14 SMS EACH SIDE 5/16' BDLTS ' 2 3/8' FOLTI KVIK BOLT II V/ 25' EMBEDMENT 3"X 3" I 12"X 6 1/2" POST ( SIDEPLATES ALUM. FOOTING BRACKET I I ... SLAB OR FOOTING &L27ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (6063—T6 ALUM. ALLOY) I -T (z- F300 o��lt. 4 IflOt mm& -r R mam 1. ALL PWM 'M BE MOT -OP oAL lZM OF1 M=0PLUM ZW- V" BE ISEn N UB1 ac MV MNO M CONCRM SLAG 2. RaFeCA71DM DF AMOK ANCHM AND SN"M SWO IS BEYOID 7W SCOPE OS TILS WoFET. FABWA7M DETAIS No awn COWROL PROOtIW UM IK St N&= lO BUUDM OFFICUIL Fat APPROIIII 1 ANKMO ANCHM MY BE I N flit FOUVnC n ES CF SOIL• SMD. C MVEI- CLAY.:WVr G MVM. SLW OV412. SL7Y SMD. nAYEY SAND. MAM O1/d WVY MAY 90Y CUM AMD CAM SLT. ® AWNING ANCHOR 2 1/r a 2 1/2• : 3/ir a BDii PL im. PL Y' ■ 1 r a ALL PAM 70 BE HW- NWW Qt aECTROFLA7M ZW- UT DW - UT . 2 1/2' a 1/4' 7 OIOINOLtE MW BE USM TO COommmTE SL#a OF A7TAOiIG SEE MACE /2 DEML -W �--- 16" -� ® SAFETY STAKE (ALTERNATE TO CONCRETE SLAB ATTACHMENT) SEE DETAIL - 'A' 0 RIGHT - HANGER 56J ORE SIMPSON A34 CONNECTOR ADDITIONAL TWO — 16d a OR EQUAL. µE X �` NAILS 0 EA. RAFTER WHEN RAFTER / �L REQUIRED 6 - 10 SCREWS, 3 EACH LEG 1 1/2' OF CONNECTOR - TYPICAL -14 n 1 1 2' FOR LWIMNMIt3M i 0 12. saus O.C. OVERHANG SEE SCHEDULE 0 RIGHT — ALTERNATE—EAVE ATTACHMENT - 1 /2 FASCIA DETAIL "A" i . F,4 $l ii �I' a rc-■ICL u�° ��I:�J��ivJ �1J LLJ'' � ��.i:alW dF331mSIVA MIILIaFTWWWW"s V M"WFNW V ZTiff)CffE MW BE USM TO COommmTE SL#a OF A7TAOiIG SEE MACE /2 DEML -W �--- 16" -� ® SAFETY STAKE (ALTERNATE TO CONCRETE SLAB ATTACHMENT) SEE DETAIL - 'A' 0 RIGHT - HANGER 56J ORE SIMPSON A34 CONNECTOR ADDITIONAL TWO — 16d a OR EQUAL. µE X �` NAILS 0 EA. RAFTER WHEN RAFTER / �L REQUIRED 6 - 10 SCREWS, 3 EACH LEG 1 1/2' OF CONNECTOR - TYPICAL -14 n 1 1 2' FOR LWIMNMIt3M i 0 12. saus O.C. OVERHANG SEE SCHEDULE 0 RIGHT — ALTERNATE—EAVE ATTACHMENT - 1 /2 FASCIA DETAIL "A" i ' KLWUIMLb AUUIIKJr4AL L — 100 FUYLb CV LPA;M KArIGK 1/4' x 4' LAG SCREW SEE TABLE 8.5 COLUMN ANC4 FOR QUANTITY= ALL 10 PSF USE 1 LAG 3t- 2 X DEPTH Si 2- #100 X 1 -� E.S. EY. #12.58 EllG�iSIDE ®ALTERNATE RAF'T'ER TO WALL CONN. STRUCTURAL PANEL Tr. 1.625' 040' I1.062' E TABLE 5.5 2.510 SMS 0 FOLLOW - OR 3.5ING SPACING: r i1 C FMr nc FAIR , D.C. Fal t PANELS Ls NOTE HILTI KB -II AN 1.50' BOLTS PER ICBO ES. EV #4627 L ROLLFORMED HANGER (3004-1-136 ALUM. ALLOY) mm � B As (SEE MOLE EtF101T) ,r Loi D D fismm r um ON �. . a . CONCRETE FOOTNO USE 1 - 1/2' 1 STEM BAR FOR FOUMM LP TO 31r CLEL USE 2 - • cs BARS FOR FOOCNCS UP TO 4r CUBE AND 3 - 1/2 • BAra FOR FoorNCP TO 5r Cl$. ©ALTERNATE FREESTANDING STRUCTURE COLUMN TO FOCMNG CONNECTION DETAIL L= 1.9Y FOR T' X 6 1/Y WI M5 L= 292' FOR Y X 8' RAFTERS 04 1' 2-#8 SYS EACH SIDE - (6063-T5 ALUM. N1GY "jr., © RAFTER HANGER H $14 co m� gol !a A . F,4 $l �I' a rc-■ICL u�° ��I:�J��ivJ �1J LLJ'' � ��.i:alW dF331mSIVA MIILIaFTWWWW"s V M"WFNW V ZTiff)CffE G7�ii�iL�i it�ii � � f� � i�E�lll�:t• •.�*%�?..G�'� GZ�FiOi�,� �ml QU3yi�}1y iM �/����.a�����3i��/� WR.'sM0W� 5=5VAVaWill W ILLJ"I♦.�M �• WOEM���. MMW �/ W4 D.4 FAI FA'/.1 w"mdwwwmm1Fwwwwm=mdwww=m ' KLWUIMLb AUUIIKJr4AL L — 100 FUYLb CV LPA;M KArIGK 1/4' x 4' LAG SCREW SEE TABLE 8.5 COLUMN ANC4 FOR QUANTITY= ALL 10 PSF USE 1 LAG 3t- 2 X DEPTH Si 2- #100 X 1 -� E.S. EY. #12.58 EllG�iSIDE ®ALTERNATE RAF'T'ER TO WALL CONN. STRUCTURAL PANEL Tr. 1.625' 040' I1.062' E TABLE 5.5 2.510 SMS 0 FOLLOW - OR 3.5ING SPACING: r i1 C FMr nc FAIR , D.C. Fal t PANELS Ls NOTE HILTI KB -II AN 1.50' BOLTS PER ICBO ES. EV #4627 L ROLLFORMED HANGER (3004-1-136 ALUM. ALLOY) mm � B As (SEE MOLE EtF101T) ,r Loi D D fismm r um ON �. . a . CONCRETE FOOTNO USE 1 - 1/2' 1 STEM BAR FOR FOUMM LP TO 31r CLEL USE 2 - • cs BARS FOR FOOCNCS UP TO 4r CUBE AND 3 - 1/2 • BAra FOR FoorNCP TO 5r Cl$. ©ALTERNATE FREESTANDING STRUCTURE COLUMN TO FOCMNG CONNECTION DETAIL L= 1.9Y FOR T' X 6 1/Y WI M5 L= 292' FOR Y X 8' RAFTERS 04 1' 2-#8 SYS EACH SIDE - (6063-T5 ALUM. N1GY "jr., © RAFTER HANGER H $14 co m� gol !a A ely� cK d � Ls.�l 7QQ u A►ARTNA W PlAAc-S3.t- 63 /0 PLANNING DIVISION- BUILDING PLAN APPROVAL Use: 0b) Date: Parking: ____;_—Landscaping: �P �N APPROVAL N Use: Parking: Other: Sig Co Signature:.... A i IV IN ..379.6 27 V